Digitized by the Internet Archive in 2016 https://archive.org/details/appletonsdiction02dapp_0 APPLETON’S DICTIONARY AND ENGINEERING. ILLUSTRATED WITH FOUR THOUSAND ENGRAVINGS ON WOOD. IN TWO VOLUMES. VOL. XX. NTGNV EDITION, WITH APPENDIX NEW Y 0 R Iv : TV. APPLETON & COMPANY, 549 & 551 BROADWAY. 1 8 7 4. Entered, according to Act of Congress, in tlie year 1851, by D. APPLETON & CO., In the Clerk’s Office of the District Court of the United States for the Southern District of New York. Entered, according to Act of Congress, in the year 1868, by D. APPLETON & CO., In the Clerk’s Office of the District Court of the United States for the Southern District of New York. A DICTIONARY OF MACHINES, MECHANICS, ENGINE-WORK, AND ENGINEERING. HACKLE or LIAX. A kind of comb or brush made of iron spikes ; used for combing or pulling tli« fibres of wool or flax, so as to reduce them from a tangled to a smooth state. HADE. In mining, the underlay or inclination of the vein. HALF-TIMBERED HOU SES. Buildings in which the foundations and principal supports were 0 / stout timber, and the interstices of the fronts were filled with plaster. HALLIARDS. In navigation, the ropes or tackles usually employed to hoist or lower any sail. HAMMER. A well known carpenter’s tool, Fig. 2243 represents a modification known as Anderson's Patent Hammer. In this hammer, the claw, as will be seen by the cut, extends to the handle and clasps it with a strong ring, which makes it impossible, in drawing nails, for the handle to give way, draw out, or become loose. The face of the patent hammer w 7 ill thus always remain true, it being kept at the same angle with the handle. Six different sizes are now made, weighing from half a pound to one and a half pounds* HAMMER, steam. James Nasmyth’s patent steam-hammer. Before pro- ceeding to describe the principle, mode of action, and constructive details of the direct-action steam-hammer, it may be proper to make a few remarks on the ordinary forge-hammers, so that the nature of the advantages possessed by the steam-hammer may be more clearly understood. In all forge-hammers previously in use, the force necessary to set them into operation had to be transmitted in a very indirect manner, — for whether a water-wheel or steam-engine w'ere the moving power, the requisite lifting and falling action of the hammer had to be produced by the employment of rotatory motion, thus rendering necessary the use of wheels, shafts, cams, and other cumbrous details, which, together with the apparatus requisite to connect the various parts of the machinery, and give due strength and solidity to the whole, not only caused great outlay and sacrifice of valuable space, but also occasioned much loss of power, by reason of the very circuitous manner in which the force of the prime moving agent had to travel ere it reached its final destination, and came forth in blows from the forge-hammer. Great inconvenience, also, was found to result from having a considerable portion of the working machinery close to the hammer, as thereby a very serious impediment was offered to the free execution of the work. And when we add to this very limited range in the clear fall of an ordinary forge-hammer, (seldom, in any case, exceeding 18 inches,) causing the force of the vlow to decrease in a very rapid ratio, with a moderate increase in the diameter or depth of the work ; and when we take into consideration the fact that, in consequence of the helve of the hammer working on a centre or joint, its face is parallel to that of the anvil only at one particular distance ; and finally, when to this list of inconveniences we add that in the ordinary forge-hammer we possess no power or control over the force of its blows, but are compelled to make the best use y/e can of them, whether they be adapted to our purpose at the time or otherwise, we find inherent in the very principle of such hammers, a combina- tion of evils and inconveniences that only excite surprise that they should have been suffered to exist for so great a length of time. This remark is most strikingly applicable in file case of those forge-hammers which receive their power from a steam-engine, inasmuch as the power in question originates in the motion of the piston, m the very state and condition in which, for the purpose of hammering, we desire it ultimately to be, namely, as a straight up and down motion ; so that instead of causing this reciprocating action of the piston-rod to pass through all the complex media of beam, connecting-rod, crank and cam shaft, for no 4 HAMMER. other purpose than to cause it to act in the same manner as at first,— if we dispense with all this mas* of intermediate machinery, and simply invert the steam cylinder so as to bring its piston-rod out at tbs bottom of the cylinder, and attach it directly to a block of iron working in guides right over the anvii HAMMER. 3 Some idea of its efficiency in shingling puddled balls may be formed from the fact, that one of 3C rwt., which has been for nearly two years in constant operation at the Gartness Works of the Monkland Iron Company, in the West of Scotland, works off with perfect ease the constant produce of from 18 to 20 puddling furnaces. For this duty the steam-hammer is found to be peculiarly adapted, as it can be made to act for the first few strokes as a squeezer, to bring the puddled ball to a neat cubical form ; after which it may be made to deal out upon it such energetic blows as secures the entire expulsion of all cinder and other non-metallic impurities, the absence of which, to a greater or less extent, mainly determines the quality of wrought-iron. In short, in every process where either blows of the most enormous energy, or slight taps of {lie utmost gentleness are required, either continuously or in all grades of variation from the one extreme to the other, the steam-hammer offers facilities which have never hitherto been obtained from any mechanical contrivance for such purposes. Fig. 2244 represents a side elevation of the steam-hammer, exhibited in full operation, the hammer block, valve-geer, and other working parts being disposed in the positions which they occupy at the termination of a stroke. Fig. 2245 is a general plan corresponding to the above. Fig. 2246 is an end elevation, and Fig. 224*7 a vertical transverse section of the machine. Fig. 2248 is a sectional elevation of a portion of the machine, showing the positions of the hammer- block, valve-geer, and other working parts when the hammer is raised for a fresh stroke. The framing of the steam-hammer consists of two strong cast-iron standards A A, bolted and further secured by keys to a broad base-plate B B, embedded in the solid masonry forming part of the floor of the forge. The standards are surmounted, and their upper extremities united by a species of entabla- ture C, in which the steam-passages and valve-face are formed, and to the upper surface of which the steam cylinder D is bolted. The piston-rod E is fitted to work vertically through a stuffing-box in the centre of this entablature, and its lower extremity is directly attached to the mass of cast-iron F, form- ing the hammer-block, which is guided to a strictly vertical and rectilinear course by being made to work freely in planed guides formed on the interior surfaces of the standards A A. The hammer a itself is inserted into a dovetail recess in the bottom of the block F, where it is retained by wooden packing and iron wedges ; while the anvil b is in a similar manner secured to the anvil-block G, which is a mass of cast-iron of such weight as effectually to oppose, by its inertia, the momentum of the ham- mer, and prevent the force of the blows from being dissipated. Such are the main features of this machine ; from which it will be at once understood that, if we can provide the means of rapidly raising the hammer-block to a sufficient elevation, and then as rapidly letting it fall down upon, and so give a blow to the work placed upon the anvil, we have all that is requisite to produce a forge-hammer in its simplest, and, at the same time, its most powerful and per feet form. The duty above adverted to, of raising the hammer-block, is performed by the direct application of the elastic force of steam. For this purpose, the steam is led on to the machine by the steam-pipe H. communicating with a neighboring high-pressure boiler ; a throttle, or shut-off valve c, inclosed within the valve-box I, being situated close to its junction with the main steam-valve chest J, and brought within the control of the attendant workman by means of the rod and lever eld. The alternate admis- sion of the steam into the cylinder by the port/, and its escape therefrom by the passage g , and waste steam-pipe K, are regulated by means of the slide-valve e, which may either be worked by hand, or, through the intervention of the self-acting mechanism to be hereafter specified, by the action of the machine itself. The piston L, which is strongly constructed of malleable iron, and fitted with a single packing ring, works steam-tight within the cylinder D ; and being directly attached by the piston-rod E to the hammer-block F, it will be obvious that, on the admission of steam of sufficient elastic force beneath the piston, we are supplied with the means of raising the hammer-block to any required height within the range of the machine ; while by opening the communication between the under side of the piston and the external atmosphere, the action of gravity will be unimpeded, and the hammer will de- scend upon the work placed on the anvil, and discharge a blow upon it, energetic in proportion to the weight of the hammer-block, and the height from which it has fallen. And as, by these simple means, there is no practical inconvenience in supplying the power to raise a hammer-block of 5 or 6 tons weight to an elevation of *7 or 8 feet above the anvil, some idea may be formed of the vast energy of the blows given out by such a mass of iron falling rapidly through so great a space, and discharging the whole of its momentum upon the work placed below on the anvil to re- ceive it. In the case of the old system of forge or helve hammers, about one-third only of the total weight of the hammer was effective, the other two-thirds resting on the pivot-standards; so that, in this point of view, the proportion between the blow of a steam-hammer and that of a helve-hammer is nearly 3 to 1 in favor of the former. It will be seen, further, that the anvil-face and hammer-face are at all times parallel to each other, whatever be the height or distance between them. The practical value and importance of this prop- erty, which is inherent in the principle of the steam-hammer, has been duly appreciated by all who have had experience of the working of this machine. With a view to prevent any risk of the piston striking the cylinder-cover when working to the full, or veiy highest stroke of the hammer, a very simple but effective air or steam recoil spring is provided, by having the cylinder-cover screwed down quite air-tight, so that as soon as the piston passes, in its upward motion, the holes hh, the air or steam remaining above is shut up in the upper chamber; and as it has no means of escape, it acts as a most perfect spring in arresting any further rise of the piston ; and has, besides, the important advantage of converting into increased downward velocity of action the undue upward action, which might otherwise have proved not only useless, but destructive. The in- crease of energy in the blows which can be obtained by this simple, means is a point of considerable importance. It is scarcely necessary to remark that, in the emergency above adverted to, the aper- tures h h act as safety-valves for the issue of the main body of the steam, which escapes through th# passage i i, into the exhaust or waste steam-pipe Iv. 0 HAMMER HAMMER Another point of constructive detail worthy of special notice is, the peculiar mode adopted for con- necting the piston-rod to the hammer-block. This is one of the most important details in the entir* invention, and without which no practical success would have attended it. Had the piston-rod been attached to the hammer in the ordinary mode of attaching pistons to the machinery of a steam-engine or such like, namely, by a cotter, or by screwing the rod into the hammer, or such other solid, unyielding mode, the effect of the blow or fall, at each stroke of the hammer, would have been that the piston-rod and piston (being composed of a considerable mass of materials) would have themselves acted as a hammer, and would have discharged their momentum upon the means of fastening, and this with such de- structive effect as to break through all such solid, unyielding means of resistance, after a few blows. This was foreseen from the first as an action to be prevented, and accordingly, in my original drawing, already adverted to, a remedy was pro- vided, which experience has proved to be entirely effectual. This contrivance consists in placing, in a cylin- drical recess formed in the body of the hammer- block, and under the knob i, on the end of the piston-rod, a series of pieces of hard wood, or other slightly elastic material, as in Fig. 2246. The effect of this arrangement is to allow the momentum of the piston and piston-rod to de- posit itself in such a comparatively gradual man- ner as to cause the concussion arising from the most severe and energetic blows of the hammer to have not the slightest evil effects on the piston and rod ; it is, in fact, the very same expedient to which nature has had recourse for the pur- pose of obviating those unpleasant and destruc- tive shocks and vibrations which we should ex- perience at every step or stamp of the foot, had no cartilage been provided between the joints of our bones. It is surprising to observe by how small an amount of elasticity, from the employ- ment of such compressible material, the evil effect of violent shocks may be removed. The connection of the piston-rod and hammer-block is secured by means of the two keys k k, driven very firmly above the knob or button j, a layer or two of the elastic material being interposed for the purpose of neutralizing any shock in the con- trary direction. We shall now proceed to describe the mechan- ism by which the height of the fall of the ham mer, and consequent intensity of the blow, may be modified according to circumstances, and the machine made perfectly self-acting. The requisite alternating motion of the steam- valve e is produced in the following manner : — The valve-spindle l is prolonged upwards and attached to a small solid piston m, working within a short cylinder M, bolted to the main steam cylinder D. A small portion of steam is supplied above the piston m, by a slender copper tube n, communicating with the steam valve- chest J ; by this arrangement it will be seen that, unless counteracted by some superior force, the pressure of the steam upon the piston m will tend to keep the valve e constantly depressed, in which position the steam-port / is full open. This counteracting force is supplied by the action of the hammer itself; for, by means of the tap- pet 1ST, (which is bolted to the hammer-block,) coming into sliding contact, when the latter is raised, with the small friction-roller o, mounted on the end of a bent lever 0 0, the screwed rod P which is jointed to the opposite end of that lever, is depressed, and that motion being communicated to the valve-spindle l, through the intervention of the oonnecting-rod Q and valve-lever R, the steam 8 HAMMER. valve e is raised, thus cutting off all further ingress of steam under the piston, and almost at the same instant permitting the escape of that which had served to raise the hammer. By this simple contri- vance the upward motion of the hammer is made the agent for its own control in that respect. By com- paring the relative positions of the parts referred to, as exhibited in Figs. 2244 and 2248, the nature of the motion above described will be at once most fully understood. To obviate the injurious effects oi the shock of the tappet N against the lever 0, a connection is provided at p, on a similar principle to that formerly described in reference to the connection of the piston-rod and the hammer-block ; and in order to restrict the downward travel of the valve to the proper point, a check or buffer-box S is pro- vided, consisting of a small cylinder bolted firmly to the framing of the machine, within which a circular nut, screwed on the lower end of the rod P, works as a piston, a few leather washers being interposed between the latter and the close or upper end of the cylinder. It may be here remarked, that it is by no means necessary to continue the admission of steam under the piston until the termination of the upward stroke, or lift of the hammer, seeing that the velocity which the hammer-block has acquired in its upward motion makes it continue to ascend after the fur- ther ingress of the steam has been arrested. This circumstance is a source of considerable economy of steam, as we have by such action (as well as by that due to the expansive energy of the steam) an effect as to height of lift of the hammer, greater than that which is due to the actual expenditure of steam at its original pressure. It is worthy of remark, also, that as the over-running action above alluded to will necessarily increase in proportion to the velocity of ascent of the hammer-block, this cir- cumstance will, to a considerable extent, compensate for the increased expenditure of steam due to that increased velocity. From the above description it will be obvious, that the lift of 'the hammer, and consequent intensity of the blows, depends simply upon the position of the lever 0, in relation to that of the hammer-block when at its lowest point. Therefore, if we can provide the means of altering the distance between these two points, we shall have it in our power to modify permanently the force of the blows to any required extent within the range of the machine. This condition is most completely satisfied by the arrangement of mechanism employed by me, and which is clearly represented in the figures. The rod P which conveys the action of the lever O to the valve-lever R, is screwed throughout the greater part of its length, and is so adjusted in its bearings, as to be susceptible of rotatory as well as vertical motion. This motion of rotation is imparted to it by means of a handle fixed to a short axis, working in a bracket T bolted to the framing, and actuating a pair of small bevel- wheels q q. The nut through which the screw works forms the point of attachment between the rod P and the lever O, the connection being effected by means of a short intermediate rod for the sake of insuring parallelism of motion. A pair of small spur-wheels r r, (through the first of which the rod P works by means of a sunk feather,) serve to transmit the angular motion of the rod P to a similar screwed-rod U, situated parallel to and at a short distance from the former ; the nut of the screw U forms the fulcrum or centre of motion of the lever O, and the pitch of the threads of both screws being equal, though formed in con- trary directions to each other, it is obvious that, on turning the handle, the lever O and all its appen- dages will be simultaneously raised or depressed, and consequently the lift of the hammer regulated to any required extent, and its amount altered witli the utmost ease and precision. The pin which forms the centre of motion of the lever 0 is protected and secured from lateral strains by the cast-iron guides Y and W, seen most distinctly in the sectional plan, Fig. 2245. A most essential part of the self-acting geer remains yet to be noticed. It is obvious that, were no provision made for the retention of the steam-valve in the position into which it is thrown by the up- ward motion of the hammer-block, the latter would not be permitted to have its due effect in the accomplishment of its work ; for, as soon as it descended so far as to relieve the end of the lever 0 from contact witli the tappet X, the valve would resume the position into which it is constantly solicited by the action of the steam-spring at M, and the descent of the blow would be impeded by the return of the steam into the cylinder, before the hammer had completed its fall. To obviate this inconvenience, a simple but most effectual contrivance has been applied. Towards the lower extremity of the valve- screw P a shoulder is formed, against which a short lever w, called the trigger, is constantly pressed by the spring x, so that when the rod P is depressed by the action of the lever 0, it is arrested by the trigger and retained in that position until the blow has been struck. This delicate and most important part of the mechanism is very carefully constructed, the point of the trigger, and the shoulder against which it acts, being formed oPsteel, and hardened to resist wear. To release the valve-screw from the trigger, and so permit the return of the valve into the position requisite for effecting a fresh stroke, the following mechanism has been adopted : on the front of the hammer-block, Figs. 2244 and 2248, a lever X, called the latch-lever, is fitted to work freely on a pin passing through the body of the hammer-block. That portion of the latch-lever which is most remote from the valve-geer is considerably heavier than the opposite end, and is constantly pressed upwards by means of a spring. The lighter end is brought into contact with a long bar s s, called the parallel bar, the extremities of which are suspended upon two small bell-cranks 1 1, whose other arms are con nected by means of a slender rod u. Fig 2247, forming a species of parallel motion, for the purpose of adapting this geer to come into efficient operation, at whatever point in the range of the hammer its blow may be arrested. A small connecting-rod v, between the lower bell-crank and a short lever on the axis of the trigger w, completes this part of the mechanism. The action of this geer is of a very peculiar nature, and is admirably adapted to fulfil the object in- tended. At the instant the hammer gives a blow to the work upon the anvil, the effect of the concus- sion is to cause the momentum of the heavy end of the lever X to overcome the upward pressure of the spring, and thereby to protrude its opposite end against the edge of the parallel bar s, which motion, though but slight in amount, is yet adequate, through the arrangements above described, to throw back the trigger from contact with the valve-screw, and leave the latter free to obey the impulse of the steam- spring in the readjustment of the valve into its original position. HAT-MAKING. 9 These various movements, which have taken so long to describe, are all performed in less than half % second, and consequently the action of the hammer is proportionally rapid. The construction of the self-acting geer is so arranged as to admit of advantage being taken, when circumstances render it desirable, of the very action to obviate which the trigger w is introduced. WheD it is desired to strike a gentle blow, such as is frequently required during particular stages in the prog- ress of a piece of work, it is not requisite, for this purpose, to change the position of the valve-lever O. All that has to be done is to hold back the point of the trigger w, by its handle y ; this permits the valve to reopen and let the steam in under the piston L, at the instant the tappet N has fallen away from contact with the lever 0. The effect of this is, that a quantity of steam is admitted into the cylin- der under the piston, which serves as a cushion, by which the violent fall of the hammer is arrested, and its momentum modified to any extent, or at the pleasure of the person in charge of the handles. The handle 2 , is for the purpose of placing the steam-valve also under his control, and, for Iris further convenience in the management of the hammer, a platform Y and hand-rail Z are erected against the framing of the machine. A modification of the frame of this machine has been made at the Washington Navy Yard, one sup- port only being used, by which means access is had to the anvil on all sides except that occupied by the support. HAMMER, Tilt or Trip. See Tilting. HARVESTER. An agricultural machine for reaping and gathering in grain, much used in the western country. There are many forms of them, known in this part of the country as Reapers, which see. HAT-MAKING embraces two distinct kinds of manufacture, felted and covered hats ; the covering of the latter being sometimes silk, and at other times cotton. Felted hats comprehend two classes, differing chiefly in the materials used in making, the process being nearly identical. The lower class is marked by inferior ingredients, unmixed with beaver, and embraces wool, plated, and short-nap hats. Wool hats are made entirely of coarse native wool and hair stiffened with glue. Plates have a nap or pile rather finer than their body, and are sometimes water-proof stiffened. Short naps are distin- guished from plates by additional kinds of wool, viz. hare’s back, seal, neuter, musquash, (Muscovy cat,) and are all water-proof stiffened. The second class may be said to comprehend two orders, called stuff and beaver hats. The first in- cludes mottled and stuff bodies. The latter term is not used generally, as all stuffs are understood to be of this sort when mottled is not expressed. Mottled bodies are made chiefly of fine wool, and inferior rabbit down or coney wool. Stuff bodies consist of the best hare, Saxony, and red wools, mixed with Cashmere hair and silk. Stuff hats are napped, that is, covered with pile of mixed seal, neuter, hare- back, inferior beaver, and musquash. Beaver hats are, or ought to be, napped with beaver only ; the lower priced qualities with brown wooms taken from the back ; the more valuable kinds with cheek and white wooms, being the finest parts of the fur found on the belly and cheeks of the beaver. The apparatus and terms used in making felted hats, which it is necessary to describe briefly, are the bow, basket, hurdle, battery, and planks. The bow is about six feet long, usually made of ash, thick enough not to be elastic. The handle is called the stang. The bow-string is a strong catgut cord tensely fastened. The hurdle is a fixed bench, with three enclosing sides, to prevent the stuff being flittered off in bowing. The basket is of light wicker-work, about twenty by twenty-two inches in size. The battery consists of the kettle and the planks, which are inclined planes, usually eight in number, one only being appropriated to each workman. The half of each plank next the kettle is lead, the upper half is mahogany. The first process in hat-making is bowing the stuff or furs, which are weighed out to a proportionate scale, and laid on the hurdle, immediately under the bow, which is suspended by a pulley. The bow is held firmly with the left hand, rather towards the breech-end, not edgewise, but on its side, with the string in contact with the stuff, the clotted and adherent portions of which are separated into single fibres, and attain a loose, flocky, mixed condition by the continued viiration of the bow-string, caused by a very rapid succession of touches with the bow-stick. It is then divided as nearly as possible, and one-half laid aside, whilst the other is again bowed. In this second operation, partly by the bowing, but chiefly by the gather- big, or patting use of the basket, the stuff is loosely matted into a conical figure, about fifty by thirty-six inches, called a bat. In this formation care is taken to work about two-thirds of the wools down to- wards what is intended for the brim, which being effected, greater density is induced by gentle pressure with the basket. It is then covered with a wettish linen cloth, upon which is laid the hardening skin. a piece of dry half-tanned horse-hide. On this the workman presses or bakes for seven or eight minutes, until the stuff shall have adhered closely to the damp cloth, in which it is then doubled up, freely pressed with the hand, and laid aside. By this process, called basoning, (from a metal plate or bason, used for like purposes in making wool hats,) the bat has become compactly felted and thinned towards the sides and point. The other half of the flocked stuff is next subjected to precisely the same proceedings, after which, a cone-shaped slip of stiff paper is laid on its surface, and the sides of the bat folded over its edges to its form and size. It is then laid paper-side downward upon the first bat, which is now replaced on the hurdle, and its edges transversely doubled over the introverted side-lays of the second bat, thus giving equal thickness to the whole body. In this condition it is reintroduced between folds of damp linen cloth, and again hardened, so as to unite both halves, the knitting together of which is quickly effected. The paper is now withdrawn, and the body being folded into three plies, is removed to the plank or battery-room. In the battery the liquor is scalding heat, composed of pure soft water, with about half a gill of nil of vitriol as an astringent. Herein the body is imbrued, and withdrawn to the plank to partly 10 HAT-MAKING. cool and drain, when it is unfolded, rolled gently with a pin tapering towards the ends like a liqnot horse, turned, and worked with in every direction, to toughen, shrink, and at the same time prevent adhesion of its sides. Stopping or thickening the thin spots which now appear on looking through the body, is carefully performed, by additional stuff daubed on by successive supplies of the hot liquor from a brush frequently dipped into the kettle, until the body be shrunk sufficiently, (about one-half,) and thoroughly equalized. When quite dried, stiffening is performed with a brush dipped into a glutinous pulpy composition, and rubbed into the body ; the surface intended for the inside having much more imposed than the outer, while the brim is made to absorb many times the quantity applied to any other part. This viscous matter contains proofing, or those ingredients which render the hat water- proof. On being again dried, the body is ready to be covered, and is once more taken to the battery. The first cover of beaver or napping, which has been previously bowed, is equally strewed on the body, and patted upon with the brush charged with the hot liquor, until incorporated ; the cut ends only being the points which naturally intrude. Here the body is put into a coarse hair-cloth dipped and rolled in the hot liquor, until the beaver is quite worked in. This is called rolling off, or ruffing. A stripe for the brim round the edge of the inside, is treated in like manner, and is thus prepared for the second cover, which is applied and inworked in like manner ; the rolling, &e., being continued until the whole has become incorporated, and a clean, regular', close, and well-felted hood is the result. The dry hood, after having the nap beat up and freed, is clipped to the length which may be thought best, by means of common shears. A clipping machine, invented nearly four years ago in Scotland, is now very generally preferred, and doubtless will soon everywhere supersede the ordinary process ; much greater regularity, speed, and certainty being secured by it. When the nap is thus disposed of, the hood is soaked in the battery kettle, and then drawn down on a block to the size and shape wanted, firmly tied at the bottom with a cord, around which the brim is left in a frilled condition. Dyeing is the next step. A suit, or six dozen, are put into the dye-kettle at a time, all on the crown- blocks already mentioned, and allowed to remain three-quarters of an hour in the liquor, which is kept as near as possible one degree below the boiling point. These being taken out and set in the yard to cool, another suit is introduced for a like period, and the various suits are so treated at least twelve times in successive order. Each of the first four introgressions of every suit is accompanied by about seven pounds of copperas, and two pounds of verdigris. The body is then washed and brushed out in changes of hot water, until no coloring can be recognized in it. When thus thoroughly cleansed, it is steamed on a block shaped as the hat is wished to be when complete ; and in the finishing shop by neavy (21 -pound) heated irons and moisture, the frilled brim is shrunk until rendered quite level, the nap gently raised all over with a fine wire card, and brushed and ironed smooth in the uniform direc- tions. The tip, a thin lath-sheet, is then fitted and stuck to the inside of the crown, and robbined or secured all round the edges by stripes of prepared paper. When thus got down, it is sent to th e picker, who, with tweezers, extracts the hemps, or “ gray hairs,” which are a few of those thick fibres peculiar to the fur of amphibious animals, that have escaped the search of the machine used in blowing the beaver, so as to separate them from its fine parts. This being carefully accomplished, it is transferred to the finisher, who, with a plush cushion, a brush, and hot iron, imparts to it that bright sleeky lustre. The shaper then rounds the brim with a knife and notched segment to the breadth wanted ; and shapes it in varied styles by means of a hot iron and damp, with about a foot length of rope, over which the curl is laid. The trimming is next done, when the tipper-off corrects the twists, smooths the ruffled nap caused by trimming, and papers it up with tissue and cartridge, which com- pletes it for the retailer. Silk bats are made upon bodies of wool, stuff, willow, straw, and Leghorn plait, and cambric and woollen cloth, although chiefly on felted wool bodies, which are dipped in glue size, wrung out, blocked, and dried. The tipi is then fitted and robbined, when a flour-box, charged with powdered shell-lac and rosin in like quantities, is used to strew equally its grainy mixture on the external surface of the shell, so called from being the frame-work. This is burned in by hot irons, first on the top, which passes through to the lath-tip within ; then on the upper brim, the sides, and, finally, the under brim. When this is hardened it is coated with thick ordinary flour-paste, which is dried, and the shell again blocked and smoothed ; then once more glue-sized outside, dried, and varnished, which prepares it for covering. The shag for the sides is cut across the web, iu a ratio of obliquity increased by inferiority. This cross part is sown to a circular piece for the crown, whilst the brims are singly patched together. These preparations being completed, the top-side or upper brim is first stuck, then the crown, next the sides, and, finally, the under brim. Sticking is effected simply by the heat of the iron passing through the covering and melting the varnished surface. In the finish of this manufacture, the most particular part is the side-seam, which is disposed of thus : The selvidge end is cut perpendicularly from top to brim, by a sharpened pallet-knife, the nap having been previously brushed clear off its edge. The other selvidge end is then stuck and cut with the utmost nicety, in close parallel with the other. It is then finished very much in the same manner as a beaver hat. The above-mentioned method of making hat-bodies is now mostly superseded in this part of the country by the adoption of machinery, the manual labor being confined to the getting up the hat, and is a distinct business ; the hatter for the most part purchasing his hat-bodies far cheaper than he can make them. The machinery is very simple. The fur or hair of which the felt is to be made, after being cleaned and lightly beat up, by passing through a kind of winnowing machine, is delivered to a boy, who spreads the fur very lightly and in small quantities on an endless web before him, which, passing between rollers, carries the fur into the body of the machine, where it encounters a cylindrical brush in rapid motion, which separates the hair or fur completely, throwing it towards a contracted opening in the s'des of the cylinder-case. This opening, about an inch wide at top and nearly three inches at bottom, is in height equal to the cone of the hat-body, Immediately in front, and close to this opening. HEAT. 11 is placed a perforated copper cone, the perforations so small, and in such number, as almost to render the surface of the cone, from base to apex, a wire-gauze surface. This cone is open at the bottom and placed on an opening equal to its base, which opening is in communication with a fan or blast, so ar- ranged as to exhaust the interior, or “ suck,” so to speak, the air through the meshes of the copper cone. The hair or fur in its divided state, thrown towards this opening in the cylinder case, is brought under the influence of the powerful draught towards and through the cone ; the latter at the same time slowly- revolving on its axis, exposes all its sides to the opening, and the hair is driven against it with such force as to adhere for the time, and receive and retain on all sides, as it revolves, the fine particles of hair as they are drawn from the cone. In the space of half a minute a dry hat-bodv is formed on the copper cone ; this is immediately enveloped by a wetted felt, and the whole immediately removed, and its place supplied by a fresh copper while the first is being stripped of its now wet felt. The whole operation is performed with wonderful dispatch, the hat-body resulting from it being exceedingly light and uniform in texture, and requires but little labor before it is in condition to be transferred to the hands of the hatter for working up. In this manner any form of felt may be made. The opening in the cylinder case being of flexible metal, admits of adjustment to the wants of the particular form of the felt to be constructed. The application of this principle is universal in the manufacture of felt. HEART -WHEEL. A cam for converting a uniform circular into a uniform rectilinear motion. HEAT. Heat in the ordinai-y application of the word, implies the sensation experienced upon touching a body hotter or of a higher temperature. Caloric , the principle or cause of the sensation of heat. On touch- ing a hot body, caloric passes from it, and excites the feeling of warmth : when we touch a body having a lower temperature than our hand, caloric passes from the hand to it, and thus arises the sensation of cold. Caloric is usually treated of as if it were a material substance ; but, like light and electricity, its true nature has yet to be determined. Caloric passes through different bodies with different degrees of velocity. This has led to the division of bodies into conductors and non-conductors of caloric : the former includes such bodies as metals which allow caloric to pass freely through their substance, and the latter comprises those that do not give an easy passage to it, such as stones, glass, wood, charcoal, &c. Gold Silver Iron Tin Marble ... Fire-brick Table of the relative Conducting Power of different Bodies. 1000 Platinum 973 Copper . . 374 Zinc 304 Lead 24 Porcelain 11 Fire-clay With Water as the Standard. Water Pine . Lime . Oak... 10 39 39 33 Elm .. Ash.... A pple . Ebony Relative Conducting Power of different Substances compared with each other. Hares’ fur .. Eider-down Beavers’ fur Raw silk . .. Wool Lamp-black 1-315 1-305 1-296 1-284 1-118 1-117 Cotton Lint Charcoal Ashes (wood) Sewing-silk . . Air 981 898 363 180 12-2 11-4 32 31 28 oo 1-046 1-032 •937 •927 ■917 ■576 Relative Conducting Power of Fluids. Mercury l'OOO I Proof spirit -312 Water -357 j Alcohol (pure) -232 Radiation of caloric . — When heated bodies are exposed to the air, they lose portions of their heat, by projection in right lines into space, from all parts of their surface. Bodies which radiate heat best, absorb it best. Radiation is affected by the nature of the surface of the body ; thus, black and rough surfaces radiate and absorb more heat than light and polished surfaces. Water Lamp-black ... Writing-paper Glass India-ink Bright lead ... Silver Table of the Radiating Power of different Bodies. 100 100 100 90 88 19 12 Blackened tin Clean “ Scraped “ Ice Mercury Polished iron . Copper 100 12 16 85 20 15 12 Reflection of caloric differs from radiation, as the caloric is in this case reflected from the surface without entering the substance of the body : hence the body which radiates, and consequently absorbs most caloric, reflects the least, and vice versa. Latent caloric is that which is insensible to the touch, or incapable of being detected by the thermom- eter. The quantity of heat necessary to enable ice to assume the fluid state is equal to that wliiclt 12 HEAT. would raise the temperature of the same weight of water 140° ; and an equal quantity of heat ia set free from water when it assumes the solid form. If 5^- lbs. of water, at the temperature of 32°, be placed in a vessel communicating with another one, (in which water is kept constantly boiling at the temperature of 212°,) until the former reaches this temperature of the latter quantity, then let it be weighed, and it will be found to weigh 6J lbs., showing that 1 lb. of water has been received in the form of steam through the communication, and reconverted '-■v. water by the lower temperature in the vessel. i >v this pound of water, received in the form of steam, had, when in that form, a temperature oi 21~ J . It is now converted into the liquid form, and still retains the same temperature of 212°, but it has caused 5-J lbs. of water to rise from the temperature of 32° to 212°, and this without losing any temperature of itself. It follows, then, that in returning to the liquid state, it has parted with 5-J- times the number of .degrees of temperature between 32° and 212°, which are equal 180°, and 180° X 54 = 990°. Now this heat was combined with the steam ; but as it was then not sensible to a thermometer, it was called Latent. It is manifest, then, that a pound of water, in passing from a liquid at 212° to steam at 212°, receives as much heat as would be sufficient to raise it through 990 thermometric degrees, if that heat, instead of becoming latent, had been sensible. The sum of the sensible and latent heat of steam is always the same at any one temperature ; thus, 890° -f- 212° = 1202°. If to a pound of newly fallen snow were added a pound of water at 172°, the snow would be melted, and 32° will be the resulting temperature, 138° of heat becoming latent in the melted snow. Latent Heat of various Substances. Fluids. Ice 140° Sulphur 144 Lead 162 Beeswax.: 175 Zinc 493 Vapors. Steam 990° Vinegar 875 Ammonia 860 Alcohol 442 Ether 302 Sensible caloric is free and uncombined, passing from one substance to another, affecting the senses in its passage, determining the height of the thermometer, and giving rise to all the results vfhich are attributed to this active principle. See Steam. It is frequently desirable to convert the degrees of heat, as indicated by one thermometer, into its equivalent as denoted by another. The following rules will serve this purpose for the thermometers in general use : — To reduce the degrees of a Fahrenheit thermometer to those of Reaumur and of the centigrade ; the i,ero of the Reaumur scale being at the freezing point, and 80° at the boiling point, whilst the zero oi the centigrade is at the freezing point, and 100° at the boiling. See Thermometer. Fahrenheit to Reaumur. — Rule. — Multiply the number of degrees above or below the freezing point t>v 4, and divide by 9. Thus, 212° — 32 = 180 X 4 = 720 9 = 80, Ans. + 24° — 32 = 8X4= 32 -7-9 = 3’5, Ans. or 3'5 below zero. Fahrenheit to centigrade. — Rule. — Multiply the number of degrees above or below the freezing point by 5, and divide by 9. Thus, 212° — 32 = 180 X 5 = 900 Q- 9 = 100, Ans. Or multiply the degrees of Fahrenheit by '444 for reducing them to Reaumur, and by '555 for reducing them to centigrade. Medium heat of the globe is placed at 50° ; at the torrid zone, 75° ; at moderate climates, 50° ; near the polar regions, 36°. The extremes of natural heat are from .70° to 120° ; of artificial heat, from 91° to 36,000°.’ Evaporation produces cold, because caloric must be absorbed in the formation of vapor, a large quantity of it passing from a sensible to a latent state, the capacity for heat of the vapor formed being greater than that of the fluid from which it proceeds. Evaporation proceeds only from the surface of the fluids, and therefore, other things equal, must depend uj>on the extent of surface exposed. When a liquid is covered by a stratum of dry air, evaporation is rapid, even when the temperature is low. Table of Effects upon Bodies by Heat. Fahrenheit. Cast-iron, thoroughly smelted 27 54° Fine gold, melts 1983 Fins silver, melts 1850 Copper melts 2160 Brass, melts 1900 Red heat, visible by day 1077 Iron, red-hot in twilight 884 Common fire 790 Iron, bright-red in the dark 752 Zinc, melts 740 Quicksilver, boils 630 Linseed oil boils 600 Fahrenheit Lead, melts 594 3 Bismuth, melts 476 Tin, melts 421 Tin and bismuth, equal parts, melt 283 Tin 3 parts, bismuth 5, and lead 2, melt... 212 Alcohol, boils 174 Ether, boils 98 Human blood (heat of) 98 Strong wines, freeze 20 Brandy, freezes 7 Mercury, melts - -89 HEDDLES. 15 Wedge-wood’s zero is 10‘7'7° of Fahrenheit, and each of his degrees is equal to 130° of Fahrenheit. Expansion of Solids. At 212°, the length of the bar at 32° considered as 1-0000000. -001495€ -0017450 -0019062 -0020100 -0004928 -0028436 -0029420 To find the expansion in surface or in volume, it must be remembered that each dimension of a solid experiences a similar proportional expansion. Glass Platina -0009542 -0011112 Gold Copper.. -0011899 Silver Marble -0011041 Fire oriek Forged iron -0O12575 Lea 1 .... Granite Zim Table of the Expansion of Air by Heat. — By Mr. Dalton. Fahrenheit. Fahrenheit. Fahrenheit. 32° 1000 33 1002 34 1004 85 1107 40 1021 45 1032 50° 1043 55 1055 60 1066 65 1077 TO 1089 75 1099 80° 1110 85 1121 90 1132 100 1152 200 1354 212 1376 Melting Point of Alloys. Lead 2 parts, tin 3 parts, bismuth 5 parts, melts at 212° “ 1 “ “4 “ “ 5 “ melts at 246 “ 1 “ “1 “ melts at 286 “ 2 “ “1 “ melts at 336 “ 2 “ “ 3 “ melts at 334 “ 8 “ “1 “ melts at 392 “ 2 “ “1 “ common solder, melts at 475 “ 1 “ “2 “ soft solder, melts at 360 Boiling points. — The boiling point of water, from 27 to 31 inches of the mercurial column, varies 1-65° for every inch, being at 30 inches 212° ; and on this variation is founded the apparatus for deter- mining altitudes. , Comparative Heat from various Fuels. 3 lb. of tolerably good coal will raise the temperature of 60 lbs. of water from 32° to 212°. 1 lb. of kiln or perfectly dried wood will effect the same on 35 lbs. 1 lb. of wood simply dried in the air “ “ 26 lbs. 1 lb. charcoal “ “ 79 lbs. Turf of good quality yields as much heat for equal weights as wood, and the heat it gives out by radiation whilst burning has been considered even greater than that of wood. For the various methods of applying heat to the warming of buildings, see article Warming. HEDDLES, Machine for making Weavers'. This machine is the invention of Mr. Kassimir Yogel, of Lowell, Massachusetts. The object of the machine is to make weavers’ heddles from the thread, casting the loop by braiding instead of knotting, and performing triple the amount of work, and better than can be done by hand. A patent is also secured for the peculiar eye of the heddle, so that both machine and its results are protected. Description. — Fig. 2251 is a perspective view, and shows gangs of different heddles winding on the Deams. A A is the iron framing. B are the driving and slack pulleys. C is the lever to geer and un- geer. E E are the bobbins, with the thread to make the heddles. There is a small shaft under the bed of E, which, by small cog-wheels on the same, operate and revolve the bobbins by geering into F. 1 1 are the heddles after the eye is formed, winding up on the beams L L. The gang of wheels at the left are for the purpose of connecting the shafts of the beams to be driven by the main shaft below. The number of eyes to the foot in the heddles can be increased or diminished by the geering of these small wheels. K is a small bearing for the shaft of L, and J is the shaft with a screw cut on part of it. This is for winding the heddle gradually along the beam, and as K is a grooved and wormed faced pulley- driven slowly by the small gang of wheels at the right, the shaft J is wormed slowly through its bear- ings, carrying the beam to let the heddles wind one after another on the same. The heddles are formed of a double cord, which is twisted by the bobbins revolving, and the eyes or loops are formed by the bobbins being interlocked, braiding the two strands at the two points which form the eye of the heddles. The section views will explain the operations better in detail. As the same letters indicate like parts on all the following engravings, we shall describe them col lectively. Fig. 2252 is a side elevation. Fig. 2253 is a top view of the revolving tables and spindles. Fig. 2254 is an end elevation. Fig. 2255 is a view of the under side of the machine, showing the geer- ing by which the tables that carry the spindles are made to revolve. 14 HEDDLES. A is the heddle-beam. B B BB are revolving spool-frames or tables. C represents the spool-spin- dles. a are slots in the spool-tables. Each table has six slots or spindle recesses, but only three are occupied at once with the spindles. As the tables revolve, three slots are occupied with spindles and three are empty alternately, and an occupied slot in one is brought opposite to an empty recess in ita 2251. fellow-table, as seen in Fig. 2253. The tables BB constitute one pair, and the tables B 2, B 3, another, forming two distinct harness, one on each side on two beams, but driven by the same geering. The yarn is put on the spindles 0, and passes through a hole in the top of the flyers D, or over a depression, tig. 2252, to hold it in its place, and then passes under c, a recurved wire, that has a perforated weight j a at each end. The flyers pass through these holes, and the legs serve as guides to the weights. Phis is to take up the slack of the yarn. The spindles have each a groove in their lower parts, adapted to slide into the recesses of the tables when the recesses coincide. The platform E E has circular avities for the lower ends of the spindles. F F, Fig. 2252, are fast and loose pulleys to drive the HEDDLES. 1 shaft G. A bevel-wheel H, on G, gives motion to the revolving spool-tables by toothed wheels, as seen at Fig. 2255. The bevel-wheel I, Fig. 2252, gives motion to the heddle-beams by geering into J, on the shaft K. This shaft carries a worm-wheel, which geers into M to drive A. N is an eccentric on K to vibrate g, a shipper, which shifts the spindles from one table to another; the opposite ends of g eperate on two pairs of tables. A connecting-rod with N vibrates the shippers. N is connected with K, and turn9 with it by clutch-pins, and when these are not engaged the shafts turn without 1ST. i i, Fig. 2254, is a pin that passes through If, projecting out above and below, nearly in contact with K. There are two clutch pins on K, either of which may be brought in contact with i, as the eccentric- wheel is made to slide up and down on the shaft. O, Figs. 2252 and 2254, is a forked lever with its fulcrum at e Its fork ends m m embrace 1ST, the eccentric, and raise and lower it at proper times, n n is a spiral spring attached to the forked lever, serving to draw it inwards to depress the eccentric and make it HELIOTROPE. 16 clutch with the lever clutch-pin. On the wheel M are cams or lifting pieces jj p, which, when they come in contact with the end of 0, force it out and raise hi, the eccentric, so as to en ,r a er sur- face be not more than a counterpoise to the pressure of the atmosphere. 6. If a notch or sluice in form of a rectangle be cut in the vertical side of a vessel full of water, or any other fluid, the quantity flowing through it wall be § of the quantity which would flow through an equal orifice placed horizontally at the whole depth, in the same time, the vessel being kept constantly full. 7. If a short pipe, elevated in any direction from an aperture in a conduit, throw the water in a par- abolic curve to the distance or range r, on a horizontal plane passing through the orifice, and the greatest height of the spouting fluid above that plane be h, then the height of the head of water above that con- duit pipe may lie found, nearly : viz., by taking, first, 2 cot e = - — ; and, secondly, the altitude of the head a = J r X cosec 2 e. Ex. Suppose that r = 40 feet, and h = 18 feet. Then ~ — 1111111 1 = 2 cot 60° 57' : and X cosec 2e = 20 X cosec 121° 54' = 20 X T177896 = 23'55'792 feet, height required. Note. This result of theory will usually be found about 4-5ths of that which is furnished by experiment. Motion of water in conduit pipes and open canals, over weirs, dec. — 1. When the water from a reser- voir is conveyed in long horizontal pipes of the same aperture, the discharges made in equal times are nearly in the inverse ratio of the square roots of the lengths. It is supposed that the lengths of the pipes to which this rule is applied are not very unequal. It is an approximation not deduced from principle, but derived immediately from experiment. 2. Water running in open canals, or in rivers, is accelerated in consequence of its depth, and of the declivity on which it runs, till the resistance increasing with the velocity, becomes equal to the accel- eration, when the motion of the stream becomes uniform. It is evident that the amount of the resisting forces can hardly be determined by principles already known, and therefore nothing remains but to ascertain, by experiment, the velocity corresponding to different declivities, and different depths of water, and to try, by multiplying and extending these ex- periments, to find out the law which is common to them all. The Chevalier Du Buat has given a formula for computing the velocity of running water, whether in close pipes, open canals, or rivers, which, though it may be called empirical, is extremely useful hi practice. Let v be the velocity of the stream, measured by the inches it moves over in a second ; r a constant quantity, viz., the quotient obtained by dividing the area of the transverse section of the stream, ex- pressed in square inches, by the boundary or perimeter of that section, minus the superficial breadth of the stream expressed in linear inches. The mean velocity is that with which, if all the particles were to move, the discharge would be the same with the actual discharge. The line r is called by Du Buat the radius, and by Dr. Robison the hydraulic mean depth. As its affinity to the radius of a circle seems greater than to the depth of a river, we shall call it, with the former, the radius of the section. Lastly, let s be the denominator of a fraction which expresses the slope, the numerator being unity, that is, let it be the quotient obtained by dividing the length of the stream, supposing it extended in a Itraight line, by the difference of level of its two extremities ; or, which is nearly the same, let it be the co-tangent of the inclination or slope. The above denominations being understood, and the section, as well as the velocity, being supposed uniform, v in English feet, 307 ^(r-A) s i -ilog.(s+ -|J) HYDRODYNAMICS. 29 orv = v /u- When r and s are very great, 307 • I log. (s -f If) A i o. I 307 nearly. S* 4 log. S The logarithms understood here are the hyperbolic, and are found by multiplying the common loga ?ithms by 2-3025851. The slope remaining the same, the velocities are as y/ r — T ’ (| . The velocities of two rivers that have the same declivity, are as the square roots of the radii of the!' sections. If r is so small, that r — > = 0, or u = -A, the velocity will be nothing, wbidi is agreeable to experience ; for in a cylindric tube r = •$• the radius ; the radius, therefore, equal two-tenths ; so that the tube is nearly capillary, and the fluid will not flow through it. The velocity may also become nothing by the declivity becoming so small, that — ^2 3=0 ; but s — i log- (s + |f) if — is less than , or than I- of an inch to an English mile, the water will have sensible motion. s 500000 10 In a river, the greatest velocity is at the surface, and in the middle of the stream, from which it diminishes towards the bottom and the sides, where it is least. It has been found by experiment, that, if from the square root of the velocity in the middle of the stream, expressed in inches per second, unity be subtracted, the square of the remainder is the velocity at the bottom. Hence, if the former velocity be = v, the velocity at the bottom —v — 2 y/ v l. (A.) The mean velocity, or that with which, were the whole stream to move, the discharge would be the same with the real discharge, is equal to half the sum of the greatest and least velocities, as computer in the last proposition. The mean velocity is, therefore, =v — s/ v -f- (B.) This is also proved by the experiments of Du Buat. When the water in a river receives a permanent increase, the depth and the velocity, as in the ex ample above, are the first things that are augmented. The increase of the velocity increases the action on the sides and bottom, in consequence of which the width is augmented, and sometimes also, but more rarely, the depth. The velocity is thus diminished, till the tenacity of the soil, or the hardness of the rock, afford a sufficient resistance to the force of the water. The bed of the river then changes only by insensible degrees, and, in the ordinary language of hydraulics, is said to be permanent, though in strictness this epithet is not applicable to the course of any river. When the sections of a river vary, the quantity of water remaining the same, the mean velocities are inversely as the areas of the sections. This must happen, in order to preserve the same quantity of discharge. The following table, abridged from Du Buat, serves at once to compare the surface, bottom, and mean velocities in rivers, according to the formulte (A) and (B). VELOCITY IN INCHES. VELOCITY IN INCHES. Surface. Bottom. Mean. Surface. Bottom. Mean. 4 i- 2-5 56 42-016 49-008 8 3-342 5-67 60 45-509 52-754 12 6-071 9-036 64 49- 56'5 16 9- 12-5 68 52-505 60-252 20 12-055 16-027 72 66-025 64-012 24 15194 19'597 76 59-568 67-7S4 28 18421 23-210 80 63-107 71-553 32 21-678 26-839 84 66-651 75-325 36 25- 30-5 88 70-224 79-112 40 28-345 34-172 92 73-788 82-894 44 31-742 37-871 96 77-370 86‘685 48 35-151 41-570 100 81- 905 52 38-564 45-282 The knowledge of the velocity at the bottom is of the greatest use for enabling us to judge of tne action of the stream on its bed. Every kind of soil has a certain velocity consistent with the stability of the channel. A greater ve- locity would enable the waters to tear it up, and a smaller velocity would permit the deposition of more movable materials from above. It is not enough, then, for (lie stability of a river, that the aceel- 30 HYDRODYNAMICS. erating forces are so adjusted to the size and figure of its channel that the current may be in train : it must also be in equilibrio with the tenacity of the channel. 2 2 4-6 3 43 4 0-7 5 1 1-3 7 G-2 9 4-1 H “ 0 J*3 0 4*8 0 10-0 i 4-5 2 05 2 100 3 10-9 5 M G 5-4 8 o-i 1-3- “ 0 it 0 4-2 0 8-7 i 24 i 9 4 o 6-2 3 5-0 4 55 5 7’7 7 o-o 2 0 1-0 0 3-7 0 7-8 i 0-8 i 7 0 2 2-9 3 04 3 110 5 0-1 G 2-7 21 “ 0 0-9 0 3-3 0 7-0 0 11-5 1 51 o 02 o 8-8 3 G-8 4 G1 5 7-2 2i u 0 0-7 0 2-8 0 50 0 9-G 1 2-3 I 8-2 o 3-3 2 11-7 3 91 4 8-0 3 “ 0 0*6 0 2-4 0 5-0 0 8-2 t 0-2 i 5-3 I 11-4 2 G-6 3 2-7 4 00 3i “ 0 O-Ii 0 2-1 0 4-4 0 7*2 0 10-7 i 31 l 8-5 2 2-7 2 9-8 3 GO 4 “• 0 0*5 0 1-9 0 39 0 6-4 0 9-5 i 1-4 l G-2 i 11-8 2 G1 3 1-4 41 0 04 0 1-7 0 3-5 0 5-8 0 8 0 i o-i l 4-4 i 9-4 o 3-1 2 9-G 5 u . 0 0*4 0 1 4 0 2-9 0 4-8 0 71 0 10-1 l 1-7 i 5 8 I 10-6 2 4-0 G 0 0-3 0 1-2 0 25 0 4-1 0 o-t 0 8-6 0 11-7 1 3-3 i 7-3 o o-o 7 u 0 0*3 0 l-o 0 2'2 0 30 0 54 0 7-0 0 10-2 1 1-4 i 4-9 i 90 8 “ 0 0 25 0 0-9 0 1-9 0 3-2 0 4-8 0 6*7 0 9*1 0 11-9 i 3-0 i 6-7 9 “ 0 0-2 0 0-8 0 1-7 0 2-9 0 4-3 0 6*0 0 8-2 0 10-7 i 1*5 i 4-8 10 “ () 0-2 0 0 8 0 1-6 0 2-6 o 3*9 0 5*5 0 7-5 0 9-7 l 0-3 i 3-3 11 “ 0 019 0 07 0 1-5 0 2-4 0 3 - G 0 5*0 0 G-8 0 8-9 0 11-3 i 2-0 12 “ Look for the velocity of water in the pipe in the upper row, and in the column below it, and opposite to the given diameter of the pipe standing in the last column, will be found the perpendicular height of a column or head, in feet, inches, and tenths, requisite to overcome the friction of such pipe for 100 feet in length, and obtain the given velocity. From the present standard work, Lowell Hydraulic Experiments, by Jas. B. Francis, Esq., we extract the following on weirs : The formula proposed for weirs of considerable length in proportion to the depth upon them, and hav- ing complete contraction, (as first suggested to the author by Mr. Boyden in 1846,) is Q = C {l— bn h) h* ; m which Q = the quantity discharged in cubic feet per second. C — a constant coefficient. I = the total length of the weir in feet. b = a constant coefficient. n = the number of end contractions. In a single weir having complete contraction, n always equals 2, and when the length of the weir is equal to the width of the canal leading to it, n — 0. h = the depth of water flowing over the weir, taken far enough upstream from the weir, to be un- affected by the curvature in the surface caused by the discharge. a — a constant power. 32 HYDRODYNAMICS. By experiments the numerical values were determined as follows: Q = 3.33 (A — 0.1 nH)H^: the English foot being the unit of measure. ' This formula is only applicable to rectangular weirs, made in the side of a dam, which is vertical on the upstream side, the crest of the weir being horizontal, and the ends vertical ; also, the edges of the orifice presented to the current must be sharp ; for, if bevelled or rounded off in any perceptible degree, a material effect will be produced on the discharge ; it is essential, moreover, that the stream should touch the orifice only at these edges, after passing which it should be discharged through the air, in the same manner as if the orifice was cut in a thin plate. The formula is not applicable to cases in which the depth on the weir exceeds one third of the length ; nor to very small depths. There seems ijo rea- son why it should not be applied with safety to any depths between 6 inches and 24 inches. The height of the surface of the water in the canal, above the crest of the weir, is to be taken for the depth upon the weir ; this height should be taken at a point far enough from the weir to be unaffected by the curvature caused by the discharge ; if more convenient, it may be taken by means of a pipe opening near the bottom of the canal near the upstream side of the weir, which pipe may be made to communicate with a box placed in any convenient situation ; and if the box and pipe do not leak, the height may be observed in this manner, very correctly. However the depth may be observed, it may require to be corrected for the velocity of the water approaching the weir. The end contraction must either be complete, or entirely suppressed ; the necessary distance from the 6ide of the canal or reservoir to the end of the weir, in order that the end contraction may be complete, is not definitely determined. In cases where there is end contraction, we may assume a distance from the side of the canal to the end of the weir equal to the depth on the weir, as the least admissible, in order that the proposed formula may apply. As to the fall below the weir, requisite to give a free discharge to the water, it is not definitely deter- mined ; it appears that when the sheet, passing the weir, falls into water of considerable depth, the depth on the weir being about 0.85 feet, no difference is perceptible in the discharge, whether the water is 1.05 feet or 0.235 feet below the crest of the weir; it is very essential, however, in all cases, that the air under the sheet should have free communication with the external atmosphere. With this precau- tion it appears that, if the fall below the crest of the weir is not less than half the depth upon the weir, the discharge over the weir will not be perceptibly obstructed. If the sheet is of very great length, however, more fall will be necessary, unless some special arrangement is made to supply air to the space under the sheet at the places that would otherwise not have a free communication with the atmosphere. In respect to the depth of the canal leading to the weir, experiments show that, with a depth as small as three times that on the weir, the proposed formula agrees with experiment, within less than one per cent. ; this proportion may be taken as the least admissible, when an accurate gauging is required. It not unfrequently happens that, in consequence of the particular form of the canal leading to the weir, or from other causes, the velocity of the water in the canal is not uniform in all parts of the sec- tion ; this is a frequent cause of serious error, and is often entirely overlooked. If great irregularities exist, they should be removed by causing the wafer to pass through one or more gratings, presenting numerous small apertures equally distributed, or otherwise, as the case may require, through which the water may pass under a small head ; these gratings should be placed as far from the weir as practi- cable. If the canal leading to the weir has a suitable depth, it will be requisite only when great precision is required, to correct the depth upon the weir for the velocity of the water in the canal bv the formula (D). li being the head due to the velocity with which the water approaches the weir : — II' .= — Substituting IT for II in the previous formula, we obtain the flow increased for the velocity with which the water approaches the weir. Of gauging the flow of water in open canals of uniform rectangular section. — It has been frequently found convenient at Lowell, to gauge large streams of water by causing them to flow through short rec- tangular canals of uniform section, and a particular method of obtaining the mean velocity has been practised, which will now be de c ’ribed. A convenient part of the feeding canal is selected and lined with timbers and planks, so as to make a smooth and uniform rectangular channel; this is called a flume. The mean velocity is obtained by means of tubes, loaded at one end, so that they may float in nearly a perpendicular position, the lower ends just clearing the bottom of the flume ; these tubes are put in near the upper end of the flume, and from the observed paths and velocities that they assume through a defined portion of the length of the flume, a mean velocity is deduced. The times of the transits are observed by the same chronometer, the signals being made by an electric telegraph erected for the purpose. The telegraph used for this purpose is a very simple apparatus ; the circuit is formed by an insulated copper wire, about ^ of an inch in diameter, and the electric current is maintained by a small galvanic battery. "Whenever the cir- cuit is broken, a small electro-magnet becomes demagnetized, which causes a slight blow to be struck on a vertical glass plate, placed near the observer, who notes the times of the transits. The tubes are cylinders, made of tinned plate, about two inches in diameter, and of a length usually a little exceeding the depth of the water in the flume By a comparison of the results obtained by gauging, by the floats and by weir, the error in assuming the average velocity of the floats for that of the stream, was found to be correct within a trifling per centage. HYDRO-ELECTRICAL MACHINE. 33 Contrivances to measure the velocity of running waters. — For these purposes, various contrivances have been proposed, of which two or three may be here described. Suppose it be the velocity of the water in a river that is required; or, indeed, both the velocity and the quantity which flows down it in a given time. Observe a place where the banks of the river are steej) and nearly parallel, so as to make a kind of trough for the water to run through, and by taking the depth at various places in crossing make a true section of the river. Stretch a string at right angles over it, and at a small distance another parallel to the first. Then take an apple, an orange, or other small ball, just so much lighter than water as to swim in it, or a pint or quart bottle partly filled with water, and throw it into the water above the strings. Observe when it comes under the first string, by means of a quarter second pendulum, a stop-watch, or any other proper instrument ; and observe like- wise when it arrives at the second string. By this means the velocity of the upper surface will be obtained. And the section of the river at the second string must be ascertained by taking various depths, as before. If this section be the same as the former, it may be taken for the mean section : if not, add both together, and take half the sum for the mean section. Then the area of the mean section in square feet being multiplied by the distance between the strings in feet, will give the contents of the water in solid feet, which passed from one string to the other during the time of observation ; and this by the rule of three may be adapted to any other portion of time. The operation may often be greatly abridged by taking notice of the arrival of the floating body opposite two stations on the shore, espe- cially when it is not convenient to stretch a string across. M. Pitot invented a stream measurer of a simple construction, by means of which the velocity of any part of a stream may readily be found. This instrument is composed of two long tubes of glass open at both ends: one of these tubes is cylindrical throughout; the other has one of its extremities bent into nearly a right angle, and gradually enlarges like a funnel, or the mouth of a trumpet : these tubes are both fixed in grooves in a triangular prism of wood ; so that their lower extremities are both on the same level, standing thus one by the side of the other, and tolerably well preserved from accidents. The fl ame in which these tubes stand is graduated, close by the side of them, into divisions of inches and lines. To use this instrument, plunge it perpendicularly into the water, in such manner that the opening of the funnel at the bottom of one of the tubes shall be completely opposed to the direction of the cur- rent, and the water pass freely through the funnel up into the tube. Then observe to what height the water rises in each tube, and note the difference of the sides ; for this difference will be the height due to the velocity of the stream. It is manifest, that the water in the cylindrical tube will be raised to the same height as the surface of the stream, by the hydrostatic pressure : while the water entering from the current by the funnel into the other tube, will be compelled to rise above that surface by a space at which it will be sustained by the impulse of the moving fluid : that is, the momentum of the stream will be in equilibrio with the column of water sustained in one tube above the surface' of that in the other. In estimating the velocity by means of this instrument, we must have recourse to theory as corrected by experiments. Thus, if h, the height of the column sustained by the stream, or the differ- ence of heights in the two tubes, be in feet, we shall have v = 6‘5 f h, nearly, the velocity, per second, of the stream ; if h be in inches, then v = 22'47 -f h, nearly : or further experiments made with the instrument itself may a little modify these coefficients. Note. In an example like this, it is a good approximation, to multiply continually together, the area of the orifice, the number 336, (336 = 5'6 X 66,) and the square root of the dej)th in feet of the middle of the orifice. Thus, in the preceding example, it will be 4 X i X 336 X x/4'25 = j X 336 X 2 062 = 173'2 cubic feet. The less the height of the orifice compared with its depth under the water, the nearer will the result thus obtained approach to the truth. If the height of the orifice be such as to require consideration, the principle of Art. 6, page 17, may be blended with this rule. Thus, applying this rule to Ex. 2, we shall have area X %/ depth X 336 X | = 9 X 3 X 224 = 6048, for the cubic feet discharged. This is less than the former result by about its 900th part. It is, there- fore, a good approximation, considering its simplicity : it may, in many cases, supersede the necessity of recurrence to tables. HYDRO-ELECTRICAL MACHINE. The production of electricity by the passage of steam through a small jet, was unknown till 1840. It is now generally concluded that it is the effect of the friction of globules of water against the sides of the opening, urged forward by the rapid passage of the steam ; the effect of this is to render the steam or water positive, and the pipes from which it issues negative. Fig. 2275 represents this machine, as manufactured by Benjamin Pike, Jr., of 294 Broadway, New York, in which A A, die., are six green glass supports, three feet long ; B is a cylindrical tubular boiler of rolled iron-plate, § inch thick ; its extreme length is seven feet six inches, one foot of which is occu- pied by the smoke-chamber, making the actual length of the boiler six and a half feet ; its diameter three and a half feet. The furnace D and ash-hole C are contained within the boiler, and are furnished with a metal screen to be applied for the purpose of excluding the light during the progress of one class of experiments; F is the water-gage; E the feed-valve; JJ are two tubes leading from the valves K K to the two tubes H ; A and I are forty-six bent iron tubes, terminating in jets, either half or the whole of which may be opened by means of the lever G G ; L is a valve for liberating steam during the existence of the maximum pressure ; M is the safety-valve ; N is a cap covering a jet, that is em- ployed for illustrating a certain mechanical action of a jet of steam ; O is the first portion of the funnel ; P the second portion, which slides into itself by a telescope joint, so that the boiler may be insulated when the experiments commence. The boiler is cased in wood. Fig. 227 6, which may be called the prime conductor, but which is not used for the purpose, is a zinc case, furnished with four rows of points. It is placed in front of the jets, in order to collect the elec Vol. II.— 3 34 HYDRO-EXTRACTOR. tricity from the ejected vapor, and thus prevent its returning to restore the equilibrium of the boiler The maximum pressure at the commencement of the experiments is 80 pounds, which gradually gets reduced to 40 pounds, or lower. The portion of the apparatus which is peculiarly connected with the generation of the electricity, is a series of bent tubes with their attached jets. Each jet consists of a brass socket, containing a cylindrical piece of partridge-wood, with a circular hole or passage through it, £ of an inch in diameter, into which the steam is admitted through an aperture. The peculiar shape of this aperture appears to derive its efficacy from the tendency it gives the steam to spread out in the form of a cup, on entering the wooden pipe, and by that means to bring it and the particles of water of which it is the carrier, into very forcible collision with the rubbing surface of the wood. The electricitj' produced by this engine is not so remarkable for its high intensity, as for its enormous quantity. In no case, antecedent to this, has the electricity of tension taken so rapid a stride towards assimilating with galvanic electricity. Mr. Faraday’s experiments on the identity of the electricities had shown how small was the quantity obtained from the best machines ; and had given good reason to expect that chemical effects would be exalted when the quantity could be increased. And such is the case here ; a very remarkable experiment in illustration of this is, that not only is gunpowder ignited by the passage of the spark, but even paper and wood shavings will be inflamed when placed in the course of the spark passing between two points — such an effect was never before produced with common electricity. In like manner, chemical decompositions are effected much more readily by means of the hydro-electric, than by that from the common machine. HYDRO-EXTRACTOR. An apparatus for removing liquids or moisture from yarns fi 2277. or cloths in the process of manufacture. The main feature or principle of the machine is extremely simple, consisting merely of a circular open wire-basket, in which the wet cloths are placed as uniformly as possible, and which is then made to revolve with such rapidity that the moisture is thrown out by the centrifugal force through the inter- stices of the basket. As the vis inertias prevents the instant communication of a sufficient velocity to the basket loaded with heavy goods, various expedients have been resorted to to make communicated velocity progressive. The contrivances for this pur- pose, on the original English patent, are ex- tremely complicated; but the arrangement shown in Fig. 2217, (which is an exterior view of the machine and the driving appa- ratus,) is much more simple, and perfectly effective. It is the invention of M. C. Bry- ant, of Lowell, Massachusetts. The whole machine rests on two square bed-stones ; the outside of the case, or tub, is only shown in the figure, within which the wire-basket, open at the top for the reception of the goods, revolves on a vertical shaft ; to this shaft motion is communicated from the horizontal shaft beneath the tub by means of bevel-geers. On the extremity of this horizontal shaft is fixed the driving-pulley, 'as shown in the figure.) This pulley is of vi'-v Stone 2C./V. HYDROMETER. oD the form usually employed on small tilt or trip hammers ; a belt passing round this pulley, and contin ually moving, communicates motion to the pulley ■whenever a binder brings the belt in close contact with its periphery. The binder is attached to an extremity of an oscillating frame, suspended from the top of the tub, as shown in the figure. The binder presses against the belt so as to communicate motion to the pulley. To stop the motion, the upper end of the oscillating binder-frame is pressed down by a handle; the binder relieves the belt, and a rope attached to the periphery of a small pulley on the binder-frame passing over a pulley fixed on the horizontal driving-shaft, and fastened at the other end to the bottom of the tub, acts as a friction-brake to retard the motion of the shaft, and consequently ot the basket. To keep the binder-frame in extreme positions a movable weight is placed on the handle rod at the top of the frame, which slides from one end to the other of the rod, as the binder is raised or depressed. The basket in this hydro-extractor is about three and a half feet in diameter; and in full action, should make about 800 revolutions per minute. The driving-belt is about eight inches wide ; the driving-pulley eighteen inches diameter. This machine is in operation at the Bay State Mills, in Lawrence, and at the carpet mill in Lowell ; and machines similar in the main principle are employed in many of the mills in this country, and give complete satisfaction. HYDROMETER. An instrument for determining the specific gravities of liquids, and thence the strength of spirituous liquors ; these being inversely as their specific gravities. V arious instruments of different forms have been proposed for ascertaining readily the specific gravities of fluids, but only two or three of them are deserving of description. The hydrometer represented in Fig. 2278 consists of a hollow glass ball B, with a smaller ball 0 appended to it, and which, from its superior weight, serves to keep the instrument in a vertical position, to whatever depth it may be immersed in a liquid. From the large ball rises a cylindrical stem a d, on which are marked divisions into equal parts ; and the depth to which the stem will sink in water, or any other liquid fixed on as a standard of specific gravity, being known, the depth to which it sinks in a liquid whose specific gravity is required, will indicate, by the scale, how much greater or less it is than that of the standard liquid. Those most celebrated are the scales of Baume, Cartier, Twaddell, and Guy Lussac. Most of these scales are arbitrary, and formed after the ideas of their projectors, but having no particular reference by which they may be understood. The centesimal hydrometer, by Guy Lussac, is an exception, the extreme points 22, b. being water and absolute alcohol ; this space is divided into one hundred parts, thus showing in alcoholic mixtures the per rentage of alcohol in the liquid. They 1 are made of glass, brass, and silver, usually from six to ten inches long, of the 1 form represented in the cut, the graduations being marked on the stem. Table showing the Comparative Scales of Guy Lussac and Baume, with the Specific Gravities and Proof, at the Temperature of 60°. Guy Lussac’s Scale. Baum 6 ’s Scale. Specific Gravity. Proof. 100 45 796 100 ' 95 40 815 92 "o 90 85 36 33 833 848 82 72 fep -3 G 0 s 80 31 863 62 O s_ a . 75 28 876 52 s > | 70 26 889 42 Pm 0 P- 65 24 901 32 o 60 23 912 22 4thpi;oof. 8 30 15 964 35 P-i 25 14 970 48 ) Explanation of Baume’s scale . — Manufacturers who employ BaumtS’s hydrometer, or have occasion to know the value of the degrees on his scale, may find the following formula useful : — Let B = Baum6’s degrees, and 100 = water. Then 144 Specific gravity = 1 j 4 _ B ' That is to say, 144 divided by the difference between 144 and the given degree of Baume, is the specific gravity in question, stated in reference to water assumed = 100. Thus, suppose Baume = 66°. Then 144 144 • - — — or — — = 1-846 = specific gravitv. 144— 66 78 1 ° Specific gravity 86 HYDROSTATIC PRESS. Scale of Specific Gravities indicated by Twaddell’ s Scale. Twaddell. Sp . Gr . Twaddell. Sp . Gr . Twaddell. Sp . Gr . Twaddell. Sp . Gr . 0 ....1000 50 ....1250 100 ....1500 150 ....1750 10 60 110 160 ....1800 20 ....1100 70 ....1350 120 ....1600 170 ....1850 80 ....1150 80 ....1400 130 ....1650 180 ....1900 40 ....1200 90 140 ....1700 190 ....1950 Hydrometer with weights. — There is a variety of kinds of hydrometers, with weights ; the principal ones are Diea’s and Sikes's. They are used for ascertaining the strength of spirituous liquors. Another easy method of determining the densities of different liquids, frequently practised, is by means of a set of glass beads previously adjusted and numbered. Thrown into any liquid, the heavier balls sink and the lighter float at the surface ; but one of them approaching the density of the liquid will be in a state of indifference as to buoyancy, or will float under the surface. The number on this ball indi- cates, in thousandth parts, the specific density of the liquid. HYDROSTATIC PRESS. If there be any number of pistons of different magnitudes, any how applied to apertures in a cylindrical vessel filled with an incompressible and non-elastic fluid, the forces acting on the pistons to maintain an equilibrium, will be to one another as the areas of the respective apertures, or the squares of the diameters of the pistons. Let A B C D represent a section passing along the axis of a cylindrical vessel filled with an incompressible and non-elastic fluid, and let E F be two pistons of different mag- nitudes, connected with the cylinder and closely fitted to their respective apertures or orifices ; the piston F being applied to the aperture in the side of the vessel, and the pis- ton E occupying an entire section of the cylinder or vessel, by which the fluid is con- tained. Then, because by the nature of fluidity, the pressures on every part of the pistons E and F, are mutually transmitted to each other through the medium of the intervening fluid ; it follows that these pressures will be in a state of equilibrium when they are equal among themselves. Now, it is manifest, that the sum of the pressures propagated by the piston E, is proportional to the area of a transverse section of the cylinder ; and in like manner the sum of the pressures propagated by the piston F is proportional to the area of the aperture which it occupies ; consequently, an equilibrium must obtain between these pressures when the forces on the pistons are to one another, respectively, as the areas of the apertures or spaces which they occupy. Hence it appears, that by taking the areas of the pistons E and F, in a proper ratio to one another, we can, by means of an incompressible fluid, produce an enormous compression, and that too by the application of a very small force. Put P = the force or pressure on the piston E, A = the area of the orifice which it occupies, p = the pressure on the piston F, and a = the area of the orifice or space to which it is fitted : then, according to the principle announced in the foregoing proposition and demonstrated above, we shall obtain a : A : : p : P. But because, by the principles of mensuration, the areas of different circles are to one another as the squares of their diameters ; if, therefore, we substitute d 2 and D 2 respectively for a and A in the above analogv, we shall have '. 2285, being inserted between the folds, and retained in its place, by a lodgment made for that purpose on the interior of the cylinder. HYDROSTATIC PRESS. 39 The leather collar is kept down by means of a brass or bell-metal ring m m, Fig. 2286, 2286. which ring is received into a recess formed round the interior of the cylinder, and the cir- cular aperture is fitted to admit the piston D to pass through it, without materially in- creasing the effects of friction, which ought to be avoided as much as possible. The leather is thus confined in a cell, with the edge of the inner fold applied to the piston D, while the edge of the outer fold is in contact with the cylinder all around its interior circumference ; in this situation, the pressure of the water acting between the folds of the leather, forces the edges into close contact with both the cylinder and piston, and renders the w 7 hole water-tight ; for if the leather be properly constructed and rightly fitted into its place, it is almost im- possible that any of the fluid can escape ; for the greater the pressure, the closer will the leather be applied to both the piston and the cylinder. The metal ring mm is truly turned in a lathe, and the cavity in which it is placed is formed with the same geometrical accuracy ; but in order to fix it in its cell, it is cut into five pieces by a very fine saw 7 , as represented by the lines in Fig. 2286, which are drawn across the surface of the ring. The four seg- ments which radiate to the centre are put in first, then the segment formed by the parallel kerfs, (the copper ring pp and the leather collar o o being previously introduced,) and lastly, the piston w 7 hich car- ries the pressing-table. That part of the cylinder above the ring m m, where the inner surface is not in contact with the pis- ton, is filled with tow, or some other soft material of a similar nature ; the material thus inserted has a twofold use : in the first place, when saturated with sweet oil, it diminishes the friction that necessarily arises, when the piston is forced through the ring m m ; and in the second place, it prevents the admis- sion of any extraneous substance, which might increase the friction or injure the surface of the piston, and otherwise lessen the effects of the machine. The packing here alluded to, is confined by a thin metallic annulus, neatly fitted and fixed on the top of the cylinder, the circular orifice being of sufficient diameter to admit of a free and easy motion to the piston. If a cylinder thus furnished with its several appendages be placed in the frame, and the whole firmly screwed together and connected with the forcing-pump, as represented in Fig. 2280, the press is com- pleted and ready for immediate use ; but in order to render the construction still more explicit and intelligible, and to show the method of connecting the press to the forcing-pump, let Fig. 2287 represent a section of the cylinder with all its furniture, and a small portion of the tube immediately adjoining, by which the connection is effected. Then is F F the cylinder ; D the piston ; the unshaded parts o o the leather collar, in the folds of which is placed the copper ring pp, distinctly seen, but not marked in the figure ; m m is the metal ring by which the leather collar is retained in its place ; n n the thin plate of copper or other metal fitted to the top of the cylinder, SB between which and the plate m m is seen the soft packing of tow, which we have described above, as performing the double capacity of oiling the piston and jjre- venting its derangement. The combination at w x represents the method of connecting the injecting-tube to the cylinder: if may be readily understood by inspecting the figure ; but in order to remove all causes of obscurity, it may be explained in the following manner. The end of the pipe or tube, which is generally made of copper, has a projecting piece or socket- flanch soldered or screwed upon it, which fits into a perforation in the side or base of the cylinder, according to the fancy of the projector, but in this figure the perforation is in the side. The tube thus furnished is forcibly pressed into its seat by a hollow screw vi, called a union screw, which fits into another screw of equal thread made in the cavjty of the cylinder; the joint is made water-tight, by means of a collar of leather, interposed between the end of the tube and the bottom of the cavity. A similar mode of connection is employed in fastening the tube to the forcing-pump, the description of which, although it constitutes an important portion of the apparatus, does not properly belong to this place ; the principles of its construction and mode of action must therefore be supposed as known, until we come to treat of the construction and operation of pumps in general. Admitting, therefore, that the action of the forcing-pump is understood, it only now remains to explain the nature of its operation in connection with the hydrostatic press, the construction of which we have so copiously exemplified. In order to understand the operation of the press, we must conceive the piston D, Fig. 2280, as being at its lowest possible position in the cylinder, and the body or substance to be pressed, placed upon the crown or pressing-table E ; then it is manifest, that if water be forced along the tube b b b by means ot the forcing-pump, it will enter the chamber of the cylinder F immediately beneath the piston D, and cause it to rise a distance proportioned to the quantity of fluid that has been injected, and with a force determinable by the ratio between the square of the diameter of the cylinder and that of the forcing- pump. The piston thus ascending, carries its crown, and consequently, the load along with it, and by repeating the operation, more water is injected, and the piston continues to ascend, till the body comes into contact with the head of the frame B, when the pressure begins ; thus it is manifest, that by con- tinuing the process, the pressure may be carried to any extent at pleasure ; but we have already stated, in developing the theory, that there are limits, beyond which, with a given bore and a given thickness of metal, it would be unsafe to continue the strain. When the press has performed its office, and it becomes necessary to relieve the action, the dis- charging-valve, placed in the furniture of the forcing-pump, must be opened, which will admit the water to escape out of the cylinder and return to the cistern, while the table and piston, by means of theii own weight, return to their original position. Theory of construction and description of the hydrostatic weighing machine . — If into the side of ac 40 HYDROSTATIC PRESS. open cylindrical or other vessel a bent tube be inserted, and if on the surface of the fluid a movable cover exactly fitting the vessel be placed with a weight upon it, and the tube graduated: — Then, any additional weight placed upon the cover, may be determined by knowing the height tc which the fluid rises in the tube ; and conversely : — If the additional weight be known, the height to which the fluid rises in the tube may be found. Let A B C D represent a vertical section of a cylindrical vessel, or of any other vessel, whose side? are perpendicular to the horizon ; and let K I C be the corresponding section of the equilibrating tube. Let both the vessel and the communicating tube be open at the upper parts A B and d c, and conceive the vessel to be filled with fluid to the line E F or altitude D E ; then, on the surface of the fluid at E F, let there be placed a movable cover exactly fitting the vessel, so that the whole may be water-tight. Produce E F to b, then is the point b at the same level in the tube I K, as the surface of the fluid in the vessel whose level is EF: upon the cover EF let the weight w be placed, and suppose a to be the point in the tube, to which the fluid will rise by the action of the cover, together with the weight w which is placed upon it ; in this case, the machine is in a state of equilibrium. If some additional weight w' be placed upon the cover, then the original equilibrium will be destroyed, and can only be restored by the fluid ascending in the tube to a sufficient height to balance the additional weight. Put D = A B or D C, the diameter of the cylindrical vessel, of which A B C D is a section, d = de, the diameter of the communicating tube K I C, h — b a, the height of the original equilibrating column, w — the weight supported by the column b a , w‘ — the additional weight, whose quantity is required, h' — a K, the increased altitude of the supporting column, J = Ei#, the descent of the cover occasioned by the additional load w', and s — the specific gravity of the fluid. Then it is manifest, that when the equilibrium originally obtains ; that is, when the surface of the fluid in the tube is at a, and that in the vessel at E F, the pressure of the fluid in the tube exerted at b, is p = '7854 d 2 h s, where the symbol p denotes the pressure at b ; omitting the steps of the algebraic calculation, we obtain w' = 7854 h’ s (D 2 d~). If the fluid be water, whose specific gravity is represented by unity, the equation becomes somewhat simpler ; for in that case, we have w' = -7854 h' (D 2 + d 2 ). From this equation the magnitude of the additional weight, or the measure by which it is expressed, can very easily be ascertained ; and the practical rule by which it is discovered is as follows : Rule. — Multiply the sum of the squares of the diameters by '7854 times the rise of the fluid in the tube, or the elevation above the first level, and the product will express the magnitude of the additional weight. Example.— The diameter of a cylindrical vessel is 16 inches, and that of the communicating tube one inch ; now, supposing the macliine in the first instance to be in a state of equilibrium, and that by the addition of a certain weight on the movable cover, the water in the tube rises 6 inches above the origi- nal equilibrating level ; how much weight has been added ? By proceeding, according to the rule, we have D 2 + d 1 = 16 2 4- l 2 = 256 + 1 = 257, and by multiplication, we obtain w' = '7854 X 6 X 257 = 121P0868 avoirdupois lbs. If the additional weight by which the water is made to rise in the tube be given, the distance above the first level to which it will rise, can easily be found ; for let both sides of the equation w' = '7854 h' (D 2 4- i 2 ) be divided by the quantity '7854 (D'- + d 2 ), and we shall obtain ■7854 (D 2 + d-j And from this equation, we deduce the following rule : — Rule . — Divide the additional weight bv the sum of the areas of the movable cover and the cross section of the communicating tube, and the quotient will give the height to which the fluid will rise above the first level. Example . — The diameter of the movable cover is 16 inches, and that of the communicating tube one inch ; then, supposing that the machine in the first instance is brought to a state of equilibrium, and that a load of 1211 lbs. is applied on the cover, in addition to that which produces the equipoise; to what height above the first level will the water ascend in the communicating tube ? Proceeding, according to the rule, we obtain '7854 (D 2 -f- d") — -7854 (16 2 -f- l 2 ) = 20P8478 divisor; 2288. consequently, by division it is h' 1211 201-8478 6 inches nearly. And exactly after the manner of these two examples, may any other case be calculated ; but in applying the principles to the determination of weights, mercury ought to be employed in preference to water, as it exerts an equal influence in less space, and besides, it is not subject to a change of den- sity by putrefaction and the like. 18 ® Si pipe leading to small press, Fig. 2290. WNV'W'WWXtVA^NN it ft tn HYDROSTATIC PRESS. 42 HYDROSTATIC PRESS. Figs. 2280 and 2290 show the elevation and plan of a press capable of giving a pressure equal to 200 tons weight ; also of a press which is suitable for a pressure of 50 tons weight. Bv the arrant ment shown, one set of pumps is sufficient to operate both presses. 2290 . The hand-wheels s and r operate valves which can be opened or shut as is wanted, so as. to connect or shut off either press from the pumps, vi is a hand-wheel moving a valve which allows either of the press cylinders to be drawn off, and returns the water into the tank under the pump through the pipe t 2 . i i s a pipe through which the water is pumped on its passage to the presses until it reaches the valves s and r, where it passes through the pipes r 2 or s 2 to either or both presses, as is wanted. The pumps have three pistons, which are operated by the three-throw crank H, and are driven by means of the pulleys G. . ssss are foundation blocks, of stone, on which the presses are placed, m m m m is a wooden frame under the small press to raise it to a convenient height. A and a, are the chambers or cylinders of the presses. B and b , are the pistons. D D and d d, are the top and bottom pieces, and EE.fc, are the columns to the frames. C and c, are the platens or followers which are moved up by the pistons B and b. These presses are from the Lowell Machine Shop. IIYG ROMETER, 43 HYGROMETER, an instrument for measuring the degrees of moisture or dryness of the atmosphere Variations in the state of the atmosphere, with respect to moisture and dryness, are manifested by a great variety of phenomena, and, accordingly, numerous contrivances have been proposed for ascertain . ing the amounts of those variations by referring them to some conventional scale. All such contrivances are called hygrometers ; but though the variety of form that may be given to them, or of substances that may be employed, is endless, they may all be referred to two classes ; namely, 1st, those which act on the principle of absorption ; and, 2d, those which act on the principle of condensation. 1. Hygrometers on the principle of absorption . — Many substances in each of the three kingdoms of nature absorb moisture from the atmosphere with greater or less avidity, and thereby sutt'er some change in their dimensions, or weight, or some of their physical properties. Animal fibre is softened and relaxed, and consequently elongated, by the absorption of moisture. Cords composed of twisted vegetable substances are swollen, and thereby shortened, when penetrated by humidity ; and the alternate expansion and shrinking of most kinds of wood, especially when used in cabinet-work, and after the natural sap has been evaporated, is a phenomenon with which every one is familiar. Many mineral substances absorb moisture rapidly, and thereby obtain an increase of weight. Now it is evident that any of these changes, either of dimension or of weight, may be regarded as the measure of the quantity of moisture absorbed, from which the quantity of water existing in the atmosphere in the state of vapor is inferred ; but many of them are so small in amount, or take place so slowly, that they afford no certain indication of the actual state of the atmosphere at any particular moment. Saussure’s hygrometer consists of a human hair, prepared by boiling it in a caustic ley. One ex- tremity of the hair is fastened to a hook, or held by pincers ; the other has a small weight attached to it, by which it is kept stretched. The hair is passed over a grooved wheel or pulley, the axis of which carries an index which moves over a graduated arch. Such is the essential part of the instrument, and it is easy to conceive how it acts. When the surrounding air becomes more humid, the hair absorbs an additional quantity of moisture, and is elongated ; the counterpoise consequently descends, and turns the pulley, whereby the index is moved towards the one hand or the other. On the contrary, when the air becomes drier the hair loses a part of its humidity, and is shortened. The counterpoise is conse- quently drawn up, and the index moves in the opposite direction. The accuracy of the indications 01 this instrument depends on the assumed principle that the expansion and contraction of the hair are due to moisture alone, and are not affected by temperature, or other changes in the condition of the atmo- sphere. Experiment shows that the influence of temperature is not very great ; but after all precautions have been taken in preparing the instrument, it is found to be exceedingly irregular in its movements, and subject to great uncertain- ties. Besides, the substance is soon deteriorated, and will scarcely maintain its properties unimpaired during a single year. The hygrometer of De Luc consists of a very thin slip of whalebone, cut transversely or across the fibres, and stretch- ed, by means of a spring, between two points. One end is fixed to a bar, while the other acts on the shorter arm of the index of a graduated scale. When the whalebone absorbs moisture it swells, and its length is increased ; as it becomes dry it contracts ; and the space over which the index moves by the one or the other of these effects, gives the measure of the expansion or contraction, and the corresponding change in the hygrometric state of the atmosphere. The action of this hygrometer appears to be more uncertain than that of Saussure. The hygrometers which have been proposed on the prin- ciple of a change of weight arising from the absorption of moisture, are liable to still greater objections. Changes of weight may indeed be measured with greater accuracy by the common or torsion balance : but in the present case they are so small, that the particles of dust which are at all times floating in the atmosphere may produce a great alter- ation in the results. Hygrometer, portable . — This hygrometer is of very simple construction, and is so arranged as to show the humidity of the atmosphere in decimal parts of the saturation, as well as to afford a means of ascertaining the dew-point. Fig. 2291 represents a front elevation of the instrument, with the details dotted. A is the back or main supporting piece, of metal or glass, to which is attached, at the lower ex- tremity, a long thin strip of wood, the grain of which runs in a direction transverse to the length of the strip. The upper end of this strip is attached to the axis of the index C, which points out the degrees of saturation of the atmo- sphere. A helical spring D is fastened at its lower end to a bracket projecting from the front of the back piece A, its contrary extremity being fastened, by means of a connecting-cord, to the index axis 0. The action of the spring upon the index is such as to tend constantly to hold it at its original position, while the expansion and contraction of the wood-slip, due to the greater or less amount of moisture hi the atmo- 2291 . 44 HYGROMETER. iphere, moves the index round accordingly, and thus indicates upon the graduated dial the ratio o moisture existing at the time being. The dew-point is readily found by first ascertaining the exact temperature at the time of observation, and from this subtracting the number indicated on the dial by the hand C, the remainder being the temperature corresponding to the amount of moisture in the atmosphere, or, as it is technically termed, the dew-point. 2. Hygrometers on the principle of condensation . — The instruments of this class are of a more refined nature than those which we have been describing. In order to give an idea of the general principle on which they depend, let us conceive a glass jar, having its sides perfectly clean and transparent, to be filled with water, and placed on a table in a room where the temperature is, for example, 50°, the tem- perature of the water being the same as that of the room. Let us next suppose pieces of ice, or a freezing mixture, to be thrown into the water, whereby the water is gradually cooled down to 55, 50, ‘15, &c., degrees. As the process of cooling goes on, there is a certain instant at which the jar loses its transparency, or becomes dim; and on attentively examining the phenomenon, it is found to be caused by a very fine dew, or deposition of aqueous vapor, on the external surface of the vessel. The precise temperature of the water, and, consequently, of the vessel, at the instant when this deposition begins to be formed, is called the dew-point , and is capable of being noted with great precision. Now this temperature is evidently that to which, if the air were cooled down, under the same pressure, it would be completely saturated with moisture, and ready to deposit dew on any body in the least degree colder than itself. The difference, therefore, between the temperature of the air, and the temperature of the water in the vessel when the dew begins to be formed, will afford an indication of the dryness of the air, or of its remoteness from the state of complete saturation. But the observation which has now been described is capable of affording far more interesting and precise results than a mere indication of the comparative dryness or moisture of the atmosphere. With the help of tables of the elastic force of aqueous vapor at different temperatures, it gives the means of determining the absolute weight of the aqueous vapor diffused through any given volume of air, the proportion of vapor existing in that volume to the quantity that would be required to saturate it, and of measuring the force and amount of evaporation. The elastic force of aqueous vapor at the boiling point of water is evidently equal to the pressure of the atmosphere. This may be assumed as corresponding to a column of mercury 30 inches in height. Mr. Dalton, in the fifth volume of the Manchester Memoirs, has given the details of a most valuable and beautiful set of experiments, by which he ascertained the elastic force of vapor from water at every degree between its freezing and boiling points, in terms of the column of mercury which it is capable of supporting. As the same experiments have since been frequently repeated, and the different results present all the accordance which can be expected in so delicate an investigation, the tension of vapor at the different temperatures may be regarded as sufficiently well determined. Supposing, then, we have a table exhibiting the elasticity or tension corresponding to every degree of the thermometer, the weight of a given volume of vapor, for example, a cubic foot, may be determined as follows : — Steam at 212°, and under a pressure of 30 inches of mercury, is 1100 times lighter than an equal bulk of water at its greatest density, or a temperature of about 40°, and a cubic foot of water at that temperature weighs 437,272 grains ; the weight, therefore, of a cubic foot of steam at that temperature and pressure is, 437272 -j- 1700 = 257'218 grains. Hence we may find the weight of an equal bulk of vapor of the same temperature under any other given pressure, suppose 0'56 of an inch ; for the density being directly as the pressure, we have 30 in. ; 0'56 in. : : 257'218 grs. : 4’801 grs., which is the weight required. Having thus explained the principle of the condensation hygrometer, we will now describe one or two of the forms under which it has been most frequently constructed. Daniell’s hygrometer is represented in Fig. 2292 : a and b are two thin glass balls of 1 j inch diameter, connected together by a tube having a bore about J of an inch. The tube is bent at right angles over the two balls, and the arm b c contains a small thermometer d e, whose bulb, which should be of a lengthened form, descends into the ball b. This ball having been about two-thirds filled with ether, is heated over a lamp till the fluid boils, and the vapor issues from the capillary tube f which terminates the ball a. The vapor having espelled the air from both balls, the capillary tube is hermetically closed by the flame of a lamp. The other ball a is now to be covered with a piece of muslin. The. stand y li is of brass, and the transverse socket i is made to hold the glass tube in the manner of a spring, allow- ing it to turn and be taken out with little difficulty. A small thermom- eter kl is inserted into the pillar of the stand. The manner of using the instrument is this : After having driven out all the ether into the ball b by the heat of the hand, it is to be placed at an open window, or out of doors, with the ball b so situated that the surface of the liquid may be on a level with the eye of the observer. A little ether is then to be dropped on the covered ball. Evaporation immediately takes place, which, producing cold upon the ball a, causes a rapid and continuous condensation of the ethereal vapor in the interior of the instrument. The consequent evaporation from the included ether produces a depression of temperature in the ball b, the degree of which is measured by the thermometer d e. This action is almost instantaneous, and the thermom- eter begins to fall in two seconds after the ether has been dropped. A depression of 30 to 40 degrees is easily produced, and the ether is sometimes observed to boil, and the thermr meter to be driven below zero of Fahrenheit’s scale. The artificial cold thus produced causes a condensation of the atmo- spheric vapor upon the ball 6, which first makes its appearance in a thin ring of dew coincident with the 2202. ICE. 4 ; Burface of the ether. The degree at which this takes place must be carefully noted. In very damp oi windy weather the ether should be very slowly dropped upon the ball, otherwise the descent of the thermometer will be so rapid as to render it extremely difficult to be certain of the degree. In dry weather, on the contrary, the ball requires to be well wetted more than once, to produce the requisite degree of cold. (Daniel! s Meteorological Essays.) The instrument which has now been described is extremely beautiful in principle ; but it may be uoubted whether, even when the greatest caution is observed, the temperature which it indicates is precisely that at which the deposition of dew takes place. The deposition first occurs in a narrow ring on a level with the surface of the ether in the ball b, thereby indicating that the ether is colder at the surface than a little under it. But if the temperature is not uniform throughout the ball, it is evident that only a small part of the bulb of the thermometer can be placed in the point where the greatest cold exists ; consequently, the temperature indicated by the thermometer will be greater than is neces- sary for producing the deposition of moisture : in other words, the dew-point will be given too high. HYPERBOLA. A plane figure, formed by cutting a section from a cone by a plane parallel to its axis, or to any plane within the cone which passes through the cone’s vertex. The curve of the hyperbola is such, that the difference between the distances of any point in it from two given points is always equal to a given right line. If the vertexes of two cones meet each other so that their axes form one continuous straight line, and the plane of the hyperbola cut from one of the cones be continued, it will cut the other cone, and form what is called the opposite hyperbola, equal and similar to the former ; and the distance between the vertexes of the two hyperbolas is called the major axis, or transverse diameter. If the distance between h certain point within the hyperbola, called the focus, and any point in the curve, be subtracted from the distance of said point in the curve from the focus of the opposite hyperbola, the remainder will always be equal to a given quantity, that is, to the major axis ; and the distance of either focus from the centre of the major axis is called the eccentricity, The line passing through the centre perpendicu- lar to the major axis, and having the distance of its extremities from those of this axis equal to the eccentricity, is called the minor axis, or conjugate diameter. An ordinate to the major axis, a double ordinate, and an absciss, mean the same as the corresponding lines in the parabola. HYPERBOLIC LOGARITHMS. A system of logarithms, so called because the numbers express the areas between the asymptote and curve of the hyperbola, those areas being limited by ordinates parallel to the other asymptote, and the ordinates decreasing in geometrical progression. But as such areas may be made to denote any system of logarithms whatever, the denomination is not correct. The hyperbolic logarithm of any number is to the common logarithm of the same number in the ratio ol 2-30258509 to 1, or as 1 to -43429448. ICE. Water in a solid, crystallized state, owing to the abstraction of its combined heat. Its specific gravity, according to Hr. Thomson, is -92. The force of expansion exerted by water in the act of freez- ing has been found irresistible in all mechanical experiments to prevent it. Advantage of this wonder- ful phenomenon is taken to burst bomb-shells, and other massive vessels, by filling them with water, plugging them up, and then exposing them to the frost. Hie effects of this expansive force are often observable by the bursting of trees, and the rending of rocks, attended with a noise resembling the ex- plosion of confined gunpowder. Water, after being long kept boiling, affords an ice more solid, and with fewer air-bubbles, than that which is formed from unboiled water; also pure water, kept for a long time in vacuo, and afterwards frozen there, freezes much sooner than common water exposed to the same degree of cold in the open atmosphere ; and the ice formed of water thus divested of its air, is much more hard, solid, heavy, and transparent, than common ice. Ice, after it is formed, continues to expand by decrease of temperature ; to which fact is probably attributable the occasional splitting and breaking up of the ice of ponds during the time of freezing, and sometimes, independent of other causes, the sep- aration of icebergs from the great frozen continent at the poles. According to Dr. Black, ice requires 147 degrees of heat to reduce it to a fluid. The thickness of ice required for supporting foot-passengers is about two inches ; for horsemen and light carts, four inches ; and for heavy carriages, not less than six inches : also, if eight inches thick, 24-pounder guns on sleighs may pass over it, or any load not causing a greater pressure than 1000 lbs. per square foot on the surface, covered by the runners or skids on which it moves ; and if the ice is weak, they may have balks secured by lashings to the tires of the wheels, for them to slide upon, so as to spread the weight over a larger surface, or lines of planks should be laid down for them to pass over. Weak ice may be made capable of bearing even heavy loads in a very short time during frost, by spreading upon it layers of straw or brushwood crossing each other, and sprinkling them with water, so as to form a solid road when frozen ; and if any portion of the river remains unfrozen from the rapidity of the current, it may be made to freeze by mooring trees and brushwood so as to float in it. When the ice is too thin for walking upon it, a man may often skate over it, and ice-boats, similar to those used in Canada, might also be used for this purpose. They consist of a slight frame supported on three skates or runners, one of which serves as a rudder ; and, provided with masts and sails, they tack like a ship, with great rapidity, directly to windward, and attain a velocity of twenty miles an hour with a fair wind. Floating ice is very liable to destroy bridges; and its effects in rubbing against the piers, when pro pelled by a strong current, are amazing, tearing off the smallest projecting portions, even if of iron. To resist this, ice-breakers in front of the piers are indispensable ; they consist of a frame supported on two rows of piles meeting each other, and forming a small angle against the current : the upper surface should be planked over, and should slope upwards from the water’s edge towards the top of the pier *o that the floating ice may rise over it, and thus break itself up, so as to pass harmlessly between the piers, which, if of piles or trestles, should be carefully planked over, to prevent the ice catching in them. 46 ICE-HOUSE. To cross rivers full of floating ice, very strong boats or canoes, cut out of entire trees, are required tc resist the pressure ; they may be dragged over the floes (even if in motion) which are too solid to admit of breaking canals through them. Small barriers of ice, or the keys of barriers interrupting the navigation, or causing an inundation, may be destroyed by turning streams of water against certain points, so as to melt an opening, or by means of charges of powder in casks or bags, fixed underneath or lodged in holes bored in the ice, anc fired simultaneously. A charge of six pounds, placed in the centre of ice two feet thick, will break it up into small pieces throughout a circle of ten feet radius. Ice and snow, well rammed together, form temporary parapets capable of even more resistance against shot than those of earth. ICE-BOATS. There are many descriptions of boats which come under this denomination ; namely, those that are designed to sail upon the surface of the ice, and those that are employed to ojsen the navigation of frozen rivers or canals, by breaking up the ice. The first mentioned kind of boats is much used in Holland, on the river Maeze and the lake Y. These ice-boats are propelled, it is said, with incredible swiftness, sometimes so quick as to render respiration difficult; they are found very useful in conveying goods and passengers over lakes and great rivers in that country. For this pur pose a boat is fixed transversely over a thick plank, or three-inch deal, under which, at the extremities, are fixed irons, turned up forwards, resembling and operating as skates ; upon this board the boat rests, with its keel at right angles to it; and the extremities of the boards serve as out-riggers to prevent the boat from upsetting, whence, therefore, ropes are fastened that lead to the head of the mast, in the nature of shrouds, and others passed through a block across the bowsprit. The rudder is made some- what like a hatchet, with the edge placed downwards, which, being pressed down, cuts the ice, and serves all the purposes of a rudder in the water, by enabling the helmsman to steer, tack, Ac. The other kind of ice-boat alluded to, is a strong and heavy-laden canal boat, fitted up for the pur nose of breaking the ice, by arming the fore-part of the keel and the bows with iron, which penetrate and break down the ice as the boat is drawn forcibly along by an adequate number of horses towing it on the path. This measure of opening the navigation of a canal is seldom adopted, except when the iee is only a few inches in thickness, or when a thaw has rendered thicker ice cf little tenacity. ICE-HOUSE. A repository for ice during the summer season. In America and other places ice' is kept in deep cellars, from which the external air is excluded as much as possible, and provided with drains to keep them dry. When the surrounding soil is moist, a frame-work or case of carpentry is constructed, having a grating at bottom, and is so placed in the cellar as to be two or more feet distant from the floor, sides, and roof of the cellar. In this the ice is said to be as perfectly preserved as in a dry cellar. Some market-gardeners preserve ice in great heaps, by merely building it upon an ele- vated base in the open garden, and covering it over and around by a very thick stratum of straw or reeds. This plan of preserving ice is in accordance with Mr. Cobbett’s recommendation in his Cottage Economy , wherein he observes that “ an ice-house should not be underground, nor shaded by trees, but be exposed to the sun and air ;” that its bed should be three feet above the level of the ground, and composed of something that will admit of the drippings flowing instantly off; and he adds, that “with some poles and straw, a Virginian will construct an ice-house for ten dollars, worth a dozen of those which cost the man of taste in England as many scores of pounds.” The ice-houses built by the Vir- ginians consist of an inner shed, surrounded by an outer one, and having a sufficient vacant space between the two to enable a person to walk round ; the walls and roofs of both the sheds are made of thatch, laid on about a foot thick ; and the ice is deposited in the inner shed on a bed of straw. In England and France, the common form of ice-houses is that of an inverted cone, or rather of a hen’s egg, with the broad end uppermost. The situation of an ice-house should be dry, as moisture has a tendency to dissolve the ice ; it should also be so elevated that water may freely run off. It should be exposed to the sun and air, not under the drip, or in the shade of trees, in order that the external de- posit of moisture may be readily evaporated. The form of the building may be varied according to circumstances ; but in the well or receptacle for the ice, it is desirable to have sufficient room for the deposit of two or three years’ consumption, as a provision against mild winters. Where the situation is of a dry, chalky, gravelly, or sandy kind, the pit may be entirely below the surface of the ground ; in which case, an ice-house on the following plan may be advantageously introduced. Dig a pit of about twelve feet deep, and wide enough to permit the erection therein of a frame of rough wood posts. This frame is to be fourteen feet wide each way at the bottom, and sixteen feet each way at the top. The posts may be about nine inches in diameter, placed near enough to each other for thin laths to be nailed upon them, and the inside be dressed to an acute angle, so that as little wood as possible may touch the ice. On the inside let thin laths be nailed at about two feet apart. On the outside, at moderate distances, nail rough boards, and fill the place within with wheat or rye straw set on end. The inside of the roof to be made in the same way, and also the gables. Straw is to be sewed on the inside, and heath or straw on the outside of the door. The outside of the roof is to be thickly thatched with straw or heath ; and heath, brushwood, or fir-tops, to be filled in between the outside boarding and the surrounding ground, and then neatly thatched or turfed over. The bottom oi the house, for two feet deep, should be laid with large logs or stones, next with heath, fir-tops, or brush- wood, and then with straw. The ice-house, thus completed, will look like a square beehive inverted, and is then ready to receive the ice or snow. But, unless the house be in a very shady place, it may be necessary to extend the roof, where the door is placed, five or six feet, making a second gable and door, finished in the same way as the first, and fill up the intervening space, except a passage, with heath or straw. Mode of filling the house . — When the ice (or snow, if ice cannot be procured,) is put into the house, it must be well beaten down with a pavior’s rammer, or mallet, and the surface always kept concave, as by this means any snow or ice that may melt will run to the middle, or interstices, and freeze. For the same reason, the ice ought always to be kept concave when it is taken out for use. Should the ICE-SAWS. 47 frost be very intense when the ice-house is getting filled, it may be very beneficial at the close cf each day’s felling to throw in thirty or forty pails of water, which will fill the interstices and freeze. When the house is full, spread upon the concave, surface a carpet, or sail split up in the middle, and upon the top thereof a foot thick of water When ice is required for the use of the family, or when it is necessary to put in fresh meat to lie on the face of the ice for preservation, or to take out for use, the straw and carpet, or sail, is to be opened in the middle. Should rats infest the place, an iron-wire frame or case may be required to put the meat or fish, &c., into when lying on the ice. A small open surface-drain ought to be dug round the house, to prevent any water running into it. Opening the door of the house does little harm. Damp or dense substances touching the ice are much more prejudicial than dry air. ICE-SAWS. Large saws used for cutting through the ice, for relieving ships when frozen up. The vessels employed in the Greenland fisheries, and others that navigate the polar seas, are regularly fur- nished with these machines, as the lives of the crew not unfrequently depend on the expedition with which a passage can be cut, so as to disengage the vessel before the further accumulation of ice renders it an impossible undertaking. The saw, with a weight suspended to it, is introduced by means of a hole broken through the ice, and is suspended by a rope passed over a pulley fixed to a triangle. A party of a dozen or more men run out and back again with a rope, and thus move the saw up and down till it has cut its way so far as to hang perpendicularly from the pulley. The triangle is then moved a foot or two further, and the sawing recommences, the services of the whole crew being required m this laborious undertaking. In Hood’s machine, the saw is suspended by a slight sledge, and is worked by the power of only two or three men at the end of a lever ; a bar, called a propeller, is fixed on the lever between the fulcrum and the saw, the other end resting on the surface of the ice, and so adjusted that each motion of the iever shall produce a cut of a given length, and at the same time, by means of the propeller, push the sledge on, so that the teeth of the saw shall always be in contact with the ice. Fig. 2293 gives a side elevation of the machine, aaa is a sledge, of open frame-work, resting on the surface of the ice ; b a transverse bar passing through the lever c c, and forming the fulcrum on which it moves ; this lever has a cross-handle, as represented in perspective in dotted lines ; e a clamp or brace consisting of two cheeks, one on each side of the lever, loosely pinned at top to the lever, and at bottom to the saw /; g a clamp similar to e, by which the weight cl (which is of the shape of a double convex lens) is hung to the lower end of the saw; i the propeller, an iron bar, terminating below in two claws, and at top in a fork, and suspended on the lever by means of a transverse pin k ; l a weight hung to the propeller at m ; n a transverse bar, limiting the motion of the handle-end of the lever in an upward direction. It should be understood that there is a duplicate frame similar to that brought into view, on the other side of the machine, about 18 inches apart, and connected by transverse bars. To prevent the lever from swerving laterally, there are at the handle ends two upright bars, between which the lever moves. The saw, after having once entered the ice, will only require from two to four men to \Vork it ; and it should not be taken out of the ice till after the distance required to be cut through is accomplished. The saw can be guided by the lever in any direction, so as to cut the ice into 48 ICE-TRADE. pieces most convenient for removal, either by pushing them under the adjacent floor of ice, or by drag- ging them out of the ship’s track into clear water. ICE-TRADE. The ice-trade of the United States was commenced by Frederic Tudor, of Boston, in 1805. The first enterprise resulted in a loss, but was, nevertheless, followed up until the embargo and war put an end to the foreign trade, at which period it had yielded no profit to its projector. After the close of the war, in 1815, Mr. Tudor recommenced his operations by shipments to Havana under a con- tract with the government of Cuba, which enabled him to pursue his undertaking without loss, and extend it, in 1817, to Charleston, S. C. ; in the following year to Savannah, Ga.; and in 1820 to New Orleans. On the 18th May, 1833, the first shipment of ice was made to the East Indies, by Mr. Tudor, and since that period he has extended his operations to Madras and Bombay. Previously to 1832 the trade had been chiefly confined to the operations of the original projector, although several enterprises had been undertaken by other persons and abandoned. The increase of shipments to this period had been small, the whole amounting, in 1832, to 4352 tons, which was taken entirely from Fresh Pond, in Cambridge, and shipped by Mr. Tudor, who was then alone in the trade. Up to this time the ice business was of a very complicated nature. Ship-owners objected to receive it on freight, fearing its effect on the durability of their vessels and the safety of voyages ; ice-houses abroad and at home were required, and the proper mode of constructing them was to be ascertained. The best modes of preparing ships to receive cargoes were the subject of expensive and almost endless experiments. The machines to cut and prepare ice for shipping and storing, and to perform the opera- tions of hoisting it into storehouses and lowering it into the holds of vessels, were all to be invented, involving much expense and vexation. Many of these difficulties have now been overcome, and since 1832 the trade has increased much, and appears destined to a still more rapid increase for some years. It has also been divided among many parties, and its methods have been further improved and a knowl- edge of them more widely diffused. The ice has been chiefly taken from Fresh and Spy Ponds, and since 1841 mainly transported on the Charlestown Branch Railroad, which was constructed for that purpose. Quite recently, ice establish- ments have been made at most of the ponds near Boston, and it is probable that in a few years the product of all these waters may be required to supply the trade. In the year 1839 the great quantity of ice cut at Fresh Pond, and the consequent difficulties which had arisen among the proprietors as to where each should take ice, induced them to agree to distinct boundary lines, which were settled by three commissioners, on the principle of giving to each the same proportion of contiguous surface of the lake, as the length of his shore-line was to its whole border. The shipments of ice from Boston coastwise, for the year ending December 31, 1847, amounted to 51,887 tons. The ice shipped to foreign ports during the same period amounted to 22,591 tons. The freight paid during this year is supposed to have averaged as high as $2.50 per ton, at which rate it would amount, on the 74,478 tons shipped abroad and coastwise, to $186,195 There is a great variation in the cost of seeming ice and stowing it on board vessels, caused by winters favorable or otherwise for securing it, and by the greater or less expense of the fittings required for voyages of different duration, or by difference of season when the ship- ments are made. Taking all these contingencies into consideration, the cost of ice when stowed on board may be estimated to average $2 per ton, which would give for the quantity shipped. . 148,956 There were in 1847 upwards of 29 cargoes of provisions, fruits, and vegetables shipped in ice to ports where otherwise such articles could not be sent, the invoiced cost of which, at Boston, would average about $2,500 each 72,500 To these items may be added the profits of the trade to those engaged in it 100,000 Total returns §507,651 The methods and materials for preparing vessels for the transportation of ice have been various. Formerly their holds were ceiled up at tire sides, bottom, and top, with boards nailed to joist-ribs se- cured to the side of the vessel, and with double bulkheads forward and aft. The spaces thus formed were filled with refuse tan, rice-hulls, meadow-hay, straw, wood-shavings, or like materials. These spaces were made of a thickness proportionate to the length of the voyage, and with reference to the season. The immediate surface of the ice was covered with the same materials, excepting tan. At the present time sawdust is used almost exclusively for voyages of considerable length. It is placed immediately between the ice and the side of the vessel. This material is obtained from the State of Maine, and before its use for this purpose was entirely wasted at the water-mills, and, falling into the streams, occasioned serious obstructions. During the year 1847, 4600 cords were brought to Boston, at an average value of $2.50 per cord, delivered. Almost the whole value of the returns of the ice-trade, including freight, are a gain to this country. The ice itself, the labor expended on it, the materials for its preservation, and the means of its trans- portation, would be worthless if the trade did not exist. Ice being shipped and used at all seasons, large storehouses are required to preserve it. Exclusiv of ice-houses on the wharves at Charlestown and East Boston, in which ice is stored for short periods there had been erected in 1847, and previously — At Fresh Pond, in Cambridge, ice-houses capable of containing 86,732 tons. At Spy Pond, in West Cambridge 28,000 At Little Pond 2,400 “ At Wenham Pond 13,000 At Medford Pond 4,000 “ At Eel Pond, in Malden 2,000 “ At Horn Pond, in Woburn 4,000 “ At Sumner’s Pond 1,200 “ Total 141,332 tons. ICE-TRADE. 49 The ice-houses now in use are built above ground. In southern countries, where ice is most valuable, they are constructed at greater expense, usually of brick or stone, and the protection to the ice consists in air-spaces, or in dry, light vegetable substances inclosed between two walls. In this vicinity, on the borders of the lakes, where ice is least valuable, they are usually built of wood, in which case they ar$ of two walls, formed by placing two ranges of joist upright, framed into plates at the top, and placed in the ground at the bottom, or framed into silis ; these two ranges are ceiled with boards secured to that side of each range which is nearest the other, and the space between the two boardings filled with refuse tan, wet from the yards. This wet tan is frozen during the winter, and until it is thawed in the spring and summer, little waste occurs ; afterwards the waste is more rapid ; but, as a large portion oi the ice is shipped or otherwise used before this takes place, the loss in quantity is small, and, occurring before the expenses of transportation have been paid, is of less pecuniary moment. In one instance brick has been used in the construction of an ice-house, which covers 36,000 feet of land, and the vaults of this ice-house are 40 feet in depth, and its walls are four feet thick from outside to inside, inclosing two sets of air-spaces. Such a construction is more. costly, but has the advantage of durability and safety from fire, to which ice-houses are much exposed from the frequent juxtaposition of railroad-engines, and the light, dry materials used about them to cover and otherwise preserve ice. In the winter of 1847, about 1650 were paid daily for labor of men, and ?230 for that of horses, when the weather was most favorable for cutting ice. Such activity is, however, of short duration, as there are not generally more than 20 days in a season which are really favorable to the operation of securing ice. The price paid is usually §1 per day for horses and men. At first the implements of husbandry only were used in securing ice ; but as the trade became more important, other machines and different method's were adopted, and abandoned when better were brought forward, or when the increased magnitude of the business required greater facilities. More ice is now secured in one favorable day than would have supplied the whole trade in 1832. Ordinarily, before there has been cold enough to form ice of suitable thickness, snows fall on its surface. If this occurs when the ice is four or more inches in thickness, and the snow not heavy enough to sink the ice, it can be removed by using horses attached to the “ snow-scraper and under such circumstances this is the method in common use. But if snow falls so heavy as to bring the water above the surface of the ice, it is removed, after it has congealed into snow-ice, with the “ ice-plane.” These preliminary expenses are often very great ; frequently, after much expense has been incurred to remove a body of snow or snow-ice, the weather becomes warm, and spoils the ice on which so much has been expended. And, on the other hand, if it is not done, and the cold continues, there will be little or no increase of thickness to the ice, which is equally a disaster. When the ice is made up for transportation, it is employed in ships as ballast, for which purpose it is carefully cut up into blocks to fit the hold, and covered with sawdust, straw, and charcoal dust, all non conductors of heat, under cover of which it is conveyed on the voyage. When the ice is regularly shipped as cargo, being cut into blocks, it is packed on board the vessel, in thin air-tight boxes, with straw and hay. In this manner it is conveyed without loss. The machinery employed for cutting the ice is worked by men and horses in the following manner : — From the time when the ice first forms, it is carefully kept free from snow until it is thick enough to be cut; that process commences when the ice is a foot thick. A surface of some two acres is then se- lected, which at that thickness will furnish about 2000 tons ; and a straight line is then drawn through its ceutre, from side to side each way. A small hand-plough is pushed along one of these lines, until the groove is about three inches deep and a quarter of an inch in width, when the “ marker,” Fig. 2294, is introduced. This implement is drawn by two horses, and makes two new grooves, parallel with the first, 21 inches apart, the gage remaining in the original groove. The marker is then shifted to the out- side groove, and makes two more. Having drawn these lines over the whole surface in one direction, the same process is repeated in a transverse direction, marking all the ice out into squares of 21 inches. In the mean time, the “ plough,” Fig. 2295, drawn by a single horse, is following in these grooves, cutting the ice to a depth of six inches. One entire range of blocks is then cut out with the “ ice-saw,” Fig. 2296, and the remainder are split off towards the opening thus made with an iron bar. This bar, represented in Fig. 2297, is shaped like a spade, and is of a wedge-like form. When it is dropped into the groove, the block splits off ; a very slight blow being sufficient to produce that effect, especially in very cold weather. The labor of “ split- ting” is slight or otherwise, according to the temperature of the atmosphere. “ Platforms,” or low tables of frame-work, are placed near the opening made in the ice, with iron slides extending into the water, and a man stands on each side of this slide armed with an “ice-hook.” With this hook, Fig. 229S, the ice is caught, and by a sudden jerk thrown up the “ slide” on to the “ platform.” In a cold day every thing is speedily covered with ice by the freezing of the water on the platforms, slides, Ac., and the enormous blocks of ice, weighing, some of them, more than 200 pounds, are hurled along these slippery surfaces as if they were without weight. Beside this platform stands a “sled” of the same height, ca- pable of containing about three tons, which, when loaded, is drawn upon the ice to the front of the storehouse, where a large stationary platform, of exactly the same height, is ready to receive its load, whicn, as soon as discharged, is hoisted, block by block, into the house, by horse-power. This process of hoisting is so judiciously managed, that both the taking up of the ice and the throwing it into the 50 ILLUMINATION. building are performed by the horse himself. The frame which receives the block of ice to be hoisted is sunk into a square opening cut in the stationary platform, the block of ice is pushed on to it, the horse starts, and the frame rises with the ice until it reaches the opening in the side of the storehouse ready for its reception, when, by an ingenious piece of mechanism, it discharges itself into the building, and the horse is led back to repeat the process. Forty men and twelve horses will cut and stow away 400 tons a day. In favorable weather 100 men are sometimes employed at once. When a thaw or a fall of rain occurs, it entirely unfits the ice for market, by rendering it opaque and porous ; and occasionally snow is immediately followed by rain, and that again by frost, forming snow-ice, which is valueless, and must be removed by the “ plane.” The operation of planing is somewhat similar to that of cutting. A plane, Fig. 2299, gaged to run in the grooves made by the marker, and which shaves the ice to the depth of three inches, is drawn by a horse until the whole surface of the ice is planed. The chips thus produced are then scraped off, and if the clear ice is not reached, the process is repeated. If this makes the ice too thin for cutting, it is left in statu quo, and a few nights of hard frost will add below as much as has been taken off above. In addition to filling their ice-houses at the lake and in the large towns, the company fill a large number of private ice-houses during the winter — all the ice for these purposes being transported by railway. It will be easily believed that the expense of providing tools, building houses, furnishing labor, and constructing and keeping up the railway, is very great, but the traffic is so extensive, and the management of the trade so good, that the ice can be furnished at a very trifling cost. ICOSAHEDRON, or ICOSAEDRON, in geometry, one of the regular platonic bodies, comprehended under twenty equal triangular sides or faces. It is formed of twenty pyramids, whose bases are the twenty equal and equilateral triangles, the summits of which terminate in the centre of the body. Let S represent the side ; then will surface = 5 S 2 ■f 3 = 8’66025403 S 2 , and solidity = | S a ^ + 5 __ o. 1S16950 g3 o ILLUMINATION. Without entering minutely into the subject, it is evident that the value of any means of illumination must depend upon two things — namely, upon the quantity of light evolved, and upon the consumption of lighting material which accompanies it. A candle, or a lamp, &c., will be the more valuable, the more light it gives from as little tallow or oil as possible. Light cannot be measured with reference to its quantity any more than heat ; it cannot be estimated how much light a flame emits, but it can be scientifically ascertained how much more or less light it evolves, than another flame. All determinations of this nature are, therefore, comparative. The most casual observation of two flames, for example, that of a candle and of gas, shows the one, although both are of equal size, to be infinitely brighter than the other. .The dissemination of light is entirely effected by radiation; the intensity may, therefore, be said to express the sum of the rays which are emitted to a certain surface, for example, to a square foot. It is evident, that the sum must be diminished by the distance from the source, as the rays separate more and more from each other. According to the laws of optics, the intensity is in relation to the square of the distance ; when, therefore, a surface is illumined to the same extent by two flames, the rays of light from each will be proportional to the square of the distance at which each flame must be placed in order to produce an equal amount of light. It is upon this principle that the actual determination of the intensities and quantities of light depends ; the measure for both is, therefore, the distance to which the flames to be compared must be brought, in order to produce an equal amount of light. (See Pho- tometer, in article Gas.) Practically, however, it is not possible to determine, even approximatively, the degree of brilliancy ; the degree of light is fherefore not observed, but its negation, the shadow. In such experiments a board is used, covered with unglazed white paper, before which, at a distance of from two to three inches, an iron rod is placed, which has been previously blackened by holding it in the candle. Opposite this boardj but at the same height, the flames to be compared are so placed that both the shadows (for e^ich throws a shadow) fall close to each other upon the board, and then the stronger flame is so far removed, or the weaker one approached, until both shadows appear equally deep, and lastly, their respective distances from the centres of the flames are measured. The squares of these distances give the relative intensities of light ; if a flame, for example, has been three times as far removed as another, its intensity will be to that of the latter, as 3 2 to l 2 = 9 : 1 = 1 : 9, or 9 times greater. As such observations are simultaneous, and of like duration, they give likewise the relative quantities of light ; for unequal lengths of time, this has only to be multiplied with the respective du- ration. When one of these flames, therefore, burns 3 hours, and the other only 2, then the quantities oi light evolved will be in the proportion, 3 X 9 : 2 X 1 or 27 : 2. One circumstance in particular requires notice : that when two perfectly similar shadows of this kind are observed from one side, the one appears brighter than the other, and the same is the case, the order only being reversed, when they are observed from the other side ; so that the rule is, to observe them always from a position exactly opposite the board. Practice is here the best guide in forming rules. The usual dimensions of a candle are not fixed arbitrarily or by chance, but are absolutely necessary to a well-regulated process of combustion. If the wick is too large in proportion to the surrounding mass of fat, as is the case in tapers, no reservoir is then formed, and all the advantages attending it are lost. In the opposite case, which applies to all common candles, the wick which is rather too small produces a flame, whilst the outermost layer of fat is beyond the sphere in which fusion is going on. ILLUMINATION. 51 A thin ring-shaped wall, as is easily observed in the less fusible stearine candles, remains erect up to a certain height, and is very objectionable from the shadow which it throws, but more so from its being gradually undermined and falling into th% reservoir, which it overfills and causes the candle to gutter. When it has once overflowed, the evil is doubled, for all the fat which, by overflowing, has formed ridges, is still further removed from the region of the flame. In night lights, made of stearine or wax, where intensity of light is a secondary consideration, this circumstance has been turned to account. These are made with a common-sized wick, but a disproportionate thickness of fat, so that a very deep and full reservoir is formed ; an excess therefore of melted fat, which, as too much of the free part of the wick remains immersed, causes them to give a very small quantity of light. For the sake of safety, they are made so short that they will swim upright upon a basin of water. Several periods must be distinguished in the whole course of the process which is going on in a lighted candle. The heat gen- erated by the flame, and for the greater part carried upwards by the current of air, acts however by radiation to such a degree downwards, that sufficient or rather too much fat is melted, for supplying food to the flame. The fat is supplied directly by the wick, the capillarity of which is constantly at work, sucking up the fluid matter, and carrying it to the sphere of combustion. The lower uncharred portion of the wick (up to d, Fig. 2300) acts the part of a sucking-pump ; the decomposi- 2 3 q 0 tion takes place in the entire upper black portion : the fat, which arrives there, is im- mediately exposed to a high temperature, without being able to come into direct contact with the air ; it is in the same position as if it were inclosed in an iron retort between red- hot coals, and it suffers, consequently, dry distillation. The gaseous and vaporous com- bustible products form the dark nucleus /of the flame, between which and the surrounding air, the sphere of successive combustion is situated. The air streaming from below up- wards, to the gases in f consumes in the first instance the hydrogen, and separates the carbon as incandescent soot ; this occurs in the luminous part of the flame i. Lastly, on the outside, in the hardly perceptible bluish halo g, the carbon is consumed ; this occurs chiefly at the base, which does not appear luminous, in consequence of the air exerting its full influence at that part. Every portion of tallow, which burns and gives out light, prepares the following portion for undergoing the same process. The different states of the flame may be partially made visible by an interesting experiment that is easy of execution. If a bottle is filled with water, and supplied through the cork with a siphon in a downward direction, and a tube drawn out to a point in an upward direction, and this point be brought into the interior of tire flame whilst the water is allowed to run slowly from the siphon, the bottle becomes filled with the combustible vapors in the form of a gray smoke. The vapors obtained from a stearine candle condense, for the most part, to a dry, solid, fatty acid ; not so those from oil or tallow. On blow- ing with the mouth, these vapors may be exp>elled from the bottle, and they burn, when ignited, with a distinct flame, which is but slightly luminous, in consequence of the admixture of ah'. The experiment may be made without danger with a common pipe, and by suction with the mouth. The importance of using hard, solid tallow, to prevent guttering, is obvious, and all the materials should likewise be as pure as possible ; for whatever is not decomposed in the same manner as tallow, or wax, will obstruct the capillary tubes of the wick. It is not remarkable from the nature of candles and the mode in which they disseminate light, that their intensity and consequent power of illumination, even under the same circumstances, should be so very variable. In the beginning, when the wick is freshly snuffed, this variation is comparatively slight, and the intensity increases up to a certain point, when, from an excessive length of snuff, deposit of spongy matter, qual to the intervals corresponding to the scale of pounds on the indicator. This being accomplished, if our object be only to form an estimate of the gross power, observe in the middle of each vertical space the number of pounds included between the steam and vacuum lines to tenths, which will be best done by taking the distance with a pair of compasses, and setting it off on the scale of pounds. Write these in their proper columns, as in the figure, along the diagram, and add them to- gether. Then divide the gross result by the number of columns, and we obtain the gross average pressure on the one side of the piston during the up and down stroke. From this it is usual to deduct from 1 pound to 1-5 pounds, according to the size of the engine, for friction, for small engines have more friction in proportion than a larger ; then the result is taken as the effective pressure per square inch, acting uniformly during one whole revolution. Take now the diameter of the cylinder in inches, and square it; then multiply the product by "7854, the result is the number of square inches in the surface of the piston. Multiply this again by the pressure per square inch, as got from the indicator, for the whole pressure in pounds on the surface of the piston. And if this be multiplied by the length of a double stroke, and finally by the number of revolutions, we shall obtain the work done by the engine 14 INDICATORS. It is usual to divide this quantity by 33,000, (supposing this to be the number of pounds a horse would be able to raise one foot a minute, and the quotient is then called the horse-power of the engine. If there be two engines, as is usually the case in steamers, this quantity must be doubled. Example . — In the preceding diagram, let the number of revolutions be 38, and therefore the number of single strokes 76. Then, since the diameter of steam-cylinder = 20 inches, . ' . Diam. 5 = 400 •7854 314‘2000 sq. inches. But pressure of steam = 15 '05 lbs. Deduction for friction = T50 . • . Effective pressure per inch = 13'55 314-2 2710 5420 1355 4005 Pressure in lbs. on piston = 4257-410 76 2554446 2980187 323563-16 33|000)647|126-62 19§ horse-power If it be necessary to find, separately, the value to be given to the steam and vacuum pressures, we must get the actual pressure, and not the difference of pressure between the steam and vacuum lines. And therefore we might measure the height of the spaces above the atmospheric line, and the depth of the vacuum below it. But, in regard to the steam-line, a difficulty has to be surmounted, which would not be easily got over by practical men unaccustomed to analytical investigations. It is this ; that part of the steam-line is usually above the atmospheric line, and part below it ; and the results of the one must be subtracted from the results of the other. This is more particularly to be noticed in cases where the engine is working expansively, and a great portion of the steam line is in consequence below the atmospheric line. The following suggestion will, however, get over the difficulty : consider the at- mospheric line, as in Fig. 2325, to be 15 lbs. (which is its actual pressure,) and reckoning downwards, call »0 2326. 10 in 17 111 15 14 13 12 11 10 6 5 4 3 2 1 0 the lines below it 14, 13, die., till we come to 3, 2, 1, 0 : the line marked 0 we will assume as that line from which the pressures are measured, and both the steam and vacuum line will be above this new zero line ; and the actual pressures of each will, by these means, be ascertained, and not the relative pressure, as compared with that of the atmosphere. In the preceding diagram, this second method of computation has been performed ; the numbers on the right-hand side beginning from the absolute zero, and the figures along the top and bottom of the curve giving the steam and vacuum pressures respec- tively. The mean of the steam-pressure is 18-85 lbs., and of the vacuum 3'81bs. The difference is 15'06, as we obtained before. To determine the work done in one single stroke of the piston, we must suppose the piston to be de- scending ; then the steam-pressure acts above the piston, and the vacuum-pressure below the piston ; that is to say, the steam-pressure must be got from the top diagram, and the vacuum-pressure from the bottom diagram ; and we must, therefore, make use of the method proposed in the answer to the last question. Thus, to obtain the mean pressure during the down stroke, take the steam-pressure from the top diagram, and the vacuum-pressure from the bottom diagram, and subtract the latter from the former. Again, to obtain the pressure during the up stroke, take the vacuum - pressure obtained from the top diagram, from the steam-pressure got from the bottom diagram. To ascertain by the indicator the quantity of steam an engine uses, we have only to fix on any cod INDICATORS. 65 Tenient part of the steam-line between that point where the steam is cut off and the opening is made to the condenser ; that is to say, between the points C and D in Fig. 2312. Observe, by counting the ver- tical spaces, what proportion the portion of the stroke, as far as this point, bears to the whole length of the stroke. Notice also the pressure of the steam at this point. Then we shall have a certain fraction of the cylinder tilled at each stroke with steam of a given pressure. If now the cubic contents of the cylinder be determined, and the number of times the cylinder is tilled per minute, we shall have the quantity of steam of known pressure supplied to the engine per minute. Thus, suppose that in the engine before alluded to of the cylinder were tilled w 7 ith steam of 15 lbs. pressure ; then, since the number of cubic inches in the cylinder twice filled is 15079-6, the number of revolutions being 34 at the time of experiment, the whole number of inches in a minute = 51252-64, . • . fa X 512526-4 = 461 273-76, and the number of cubic inches of atmospheric steam in an hour = 4C1273'76 X 60 = 27676425-60. But each inch of water is supposed to form 1711 cubic inches of steam at the atmospheric pressure, and therefore the number of cubic inches of water evaporated 27676425-6 lTLl = 16,175 ; and the number of gallons (English) of water evaporated 16175 277-274 58 nearly. Now, if the theory be correct, this should be the quantity of water evaporated from the boiler, due allowance being made for condensation, Ac., in the steam-pipe and passages. But this is far from being the case, for the number of gallons actually evaporated by the boiler was ascertained to be 108 gallons in the hour. We can do nothing more at present than to state the discrepancy, and offer the following hypothesis to account for it. From the violence of the ebullition, the steam is in all likelihood not so dry as that on which careful experiments are made, as is frequently made manifest in boilers that “ prime so that, even in good boilers, it is very possible for the steam to contain much more watery vapor than it would if it were not so rapidly consumed. If so, an inch of water would not under these circumstances form 1711 cubic inches of steam under the atmospheric pressure, and might per- haps form only one-half that quantity, which would be requisite to give the proper number of gallons of evaporated water. It remains to be seen by future experiments whether this be the fact ; and if true, it will throw doubt on the tables of relative volumes of steam and water contained in most works on the steam-engine. To determine the friction of the unloaded engine .— If we examine the effect of any machine at work, however simple, we shall find a certain amount of power is requisite to overcome the friction of the engine itself. Divest a common crane of its chain, or any load that may be upon it, and it will still be found that some force must be applied to give motion to the geering itself ; the amount of force de- pending on the materials used, the mode of fitting, and the quantity of geer set in motion. So it is with the steam-engine. A certain amount of power is required to overcome the friction of all its parts ; and in this respect no two engines will be found alike, so much depending on the goodness of the work- manship, and the nice adjustment of the different parts. Before proceeding with the method of ascertaining the friction of an engine by the indicator, we would observe, that the greatest care and judgment are requisite in carrying out this experiment ; there are many classes of engines in which the experiment ought not to be tried, especially direct-acting engines. The way, however, to proceed is this ; the communication valve must first be closed, because the engine requires an exceedingly small quantity of steam to work it when the paddle-wheels are disengaged. Then let the blow-valve be opened, to allow any steam that may happen to be in the steam-pipe to escape. In the engine with which we tried our experiments, it was found necessary to destroy the vacuum, befor getting the diagram, by opening the blow-valve, to prevent the engine flying off at too great speed. The throttle-valve must be closed, and the paddles disconnected. After slightly opening the communication and throttle valves, the slide may be opened gradually and cautiously, to admit the steam to the piston, and the injection must be let on as carefully as possible. Work the engine a few strokes by hand, and then let it be thrown into geer, and regulate the working by the throttle and com- munication valves — the object being to give the engine the same number of revolutions without the paddles as it usually has with them — taking care to have the condenser of the same temperature as in the ordinary working state of the engine.* The indicator having been previously fixed and adjusted. — 6 — 6 * W e would strongly advise the insertion of the bulb of a thermometer in the condenser of every engine in addition to (he barometer-gage. The bulb must be entirely within the condenser, and the scale (at least that part of it which is above 50° or GO 0 ) outside, in the engine-room. The thermometer chosen for the purpose must be graduated higher than the temperature of the steam in the boiler, otherwise it will burst when the engine is blown through. It must be placed in some part acted on freely by the steam, but free from the splash of the injection water. When the engine is free from air it will then serve as a most delicate test of the vacuum. The temperature preserved should be about 100°. Vol. II.— 5 66 INDICATORS. let a diagram be taken : it will be widely different from that when the load is on. Both the steam-line and vacuum-line will be much below the atmospheric line. The diagram may then be taken off, and divided as in the former case. Let the result of this diagram be worked off in the same manner as the common diagram, and the amount is the work the steam lias performed, or in other words, the friction of the unloaded engine. This has been accomplished in the diagram, Fig. 2327. This is what is commonly subtracted from the gross result obtained under ordinary circumstances, and denominated friction ; but it is manifest that it is much less than the actual friction of the engine when turning the wheels, for the friction of every machine increases with its load ; and moreover, the injection water, &c., raised by the air-pump increases likewise, and all this goes under the head of fric- tion. The friction of large engines is less in proportion than that of smaller ones ; in large engines it is usual to allow 1 lb. on the square inch of the piston for friction, and in small engines from 1’5 to 2 lbs. ; and in most cases it would be better, except as a matter of experiment, to trust to this than to at- tempt the difficulty of ascertaining it, A slide diagram is that in which the indicator-string is connected with the cross-head of the slide, and not with that of the piston ; so that the horizontal motion of the pencil backwards and forwards corresponds to ascents and descents of the slide, and vice versa. And this process will give us many particulars of the slide, without the trouble of taking the engine to pieces for measurement. If the indicator be applied to the upper end of the cylinder, it will give us information of the upper slide-face ; and if to the lower end, of the lower slide-face. As was before stated, the string must be connected with some part having the motion of the slide ; but generally it will be necessary to reduce the motion, because the stroke of the slide is more than the indicator-barrel will allow ; in small engines it may be attached to the cross-head direct. As was before remarked, so long as the pencil is moving from left to right, the slide is rising ; and when moving from right to left, it is falling ; and any rise or fall of the steam-pressure is due to the change of pressure in the steam, as in the common or piston diagram. Then the difference in the two cases would be this : that in the common case we have changes of pres- sure corresponding to motions of the steam-piston ; and in the slide diagram we have changes of pres- sure corresponding to the motions of the slide ; and the important thing to notice is, that every sudden change of pressure refers to some prominent epoch in the slide’s motion ; and consequently we are en- abled to trace successively on the paper, the various positions of the slide from its lowest point as it cushions the steam, allows fresh ingress, &c., and finally arrives at its highest point. The following is a slide diagram, obtained by connecting the string to the slide cross-head of our model engine. The whole length of the figure is the same as the travel of the slide. If not, a plan must be adopted to be afterwards explained. When the pencil is at d, the slide is at the lowest point, and the vacuum is very good, as the slide rises till the pencil comes to e ; but since we know d priori , 2338. A 1! f D (1 E J /' F G / 11 „ IT L -i, | p that the vacuum remains good in the engine till the cushioning commences, therefore when the slide »a3 risen from d to c, the cushioning commences ; the cushioning continues as the slide rises till the pencil arrives at f, when fresh steam enters, and after this epoch the slide still rises till the pencil has reached the point h. As the upper line is not so marked in its character as the lower one, we shall not say any thing of the downward stroke. Through the points d cf, &c., draw the vertical lines Ad, Bf, C f D A, cutting the atmospheric line in A B C D, and the horizontal line E H in E F G H. Suppose E H to be the nozzle of the steam-port, on which the face of the steam-slide moves, (the cylinder being for conve- nience of illustration supposed to be lying horizontally ;) then, since when the pencil comes to c, the cushioning commences, F must be the upper edge of the port. Take F J equal to the depth of the port, (which we will suppose known.) Again, since when the pencil is at d the slide is at the lowest, therefore we must suppose it to have started from E ; and consequently, at starting, the upper edge of the slide was below the lower edge of the port, the space J E. When the upper edge of the slide arrives at G, fresh steam enters ; in other words, the lower edge of the port is at J, and therefore the depth of the slide-face is J G. Moreover, since the slide still rises through the space H G, H G will be the greatest amount of opening for steam. The successive positions here spoken of are laid down in the figures under the line EH. F J is the depth of the port. In I the slide is at its lowest; in 1 1 the cushioning is commencing ; in 1 1 1 the steam is about to enter ; in N" the slide is at its highest. When the travel of the slide is greater or less than the breadth of the diagram, let GE (Fig. 2329) be the breadth of the diagram, as in the last paragraph ; from G draw G P, making any finite angle with G E, and equal to the travel of the slide. Join P E, and through F and H draw F 0, H R, parallel to E P, and then proceed with the line H P^as in the last paragraph with the line HE, considering 0 to be the upper edge of the steam-port, __ of calcium is enough to impair materially the qualities of iron. Magnesium appears to be got rid of entirely in the processes of refining and puddling. Barium no otherwise affects the metal than by embarrassing the operations of the liigh-furnace, when present with the minerals there as sulphate of baryta. The earths, so called, : which need only be mentioned silica and alumina,) exercise, at ordinary temperatures, or even at any temperature below fusion, no appreciable chemical action upon iron. Associated with carbon, at this last temperature, they are reduced to their metallic bases, (either by the iron or by 'the carbon,) which enter into combination with the iron, and modify it more or less. Sili- cium is found more abundantly in gray iron than in white ; its maximum, as yet observed, may be stated at 4£ per cent., including that which is found free in the condition of silica in the cavities of crude iron. Its average hardly exceeds 1 per cent. There is no reason to suppose that this proportion affects the quality of the metal ; on the contrary, it may be assumed not to interfere with, if it does not pro- mote the fusibility and fitness for castings. The opinion among practical iron-workers (which is not, however, partaken of by chemists generally) is, that a certain small proportion of silicium augments tenacity. The operation of refining generally drives off 9-10ths of the silicium contained in the crude metal ; but a proportion is often restored in subsequent processes, of which it would be well for man- ufacturers to take account, in view of a particular quality that may be desired. Thus Boussingault found bar-iron, melted in a Hessian crucible, to have taken up more than J,- per cent, of silicium. Syn- thetic experiments in the small way warrant the belief that a smaller proportion than this hardens iron and makes it less tenacious. Karsten presumes the action in this last respect of silicium to be more injurious than that of phosphorus. Whether, as has been supposed, the conversion into steel is due to silicious as well as to carbonized combinations, is not yet understood. No higher than a trace of alumi- num has been observed either in crude or in malleable iron. Such traces are more distinctly marked in gray than in white iron, and most distinct in cold-short iron. There can be no doubt that this base injures the tenacity of the metal. Stodart and Faraday’s experiments upon the manufacture of icootz, or Indian steel, (in which § per cent, of aluminum has been found, and which is considered to owe its peculiar properties to the association,) will be spoken of under the article Steel. Iron forms an alloy with most of the other metals in varying proportions, dependent chiefly upon temperature. With antimony it has a great affinity, and associated with \ per cent, of this last, it be' comes very brittle, either cold or hot. When united in the proportion of single atoms, (when the antimony is 70 per cent, of the mass,) the elements are inseparable by the highest degree of heat. Arsenic in the proportion of lA per cent, has been observed to destroy entirely the tenacity of iron On account of the extreme volatility of this metal, it is difficult to effect directly so high a combination There is no doubt that a very much smaller proportion acts injuriously. 80 IRON. Bismuth does not readily form an intimate union with iron. At the temperature of fusion of this last a great part of the former is volatilized, and its effect seems more felt in the treatment than in the quality produced ; of bismuth do not affect the strength or malleability of the metal. Chrome unites with iron in all proportions, making alloys very hard, brittle, crystalline ; more brilliant than iron, less fusible, much less magnetic, and much less oxidable. And these characters are more marked as the proportion of chrome increases. An alloy containing 60 per cent, of chrome is very fragile, whiter than platinum, and so hard that it scratches glass as deeply as a diamond. On the other hand, from 1 to 2 per cent, of chrome hardens cast-steel, and gives it the property of damascening beautifully, without diminishing its malleability. Cobalt unites with iron in all proportions and without altering its properties, at least until the quantity of the former becomes considerable. Copper can hardly be said to make a true alloy with iron, though when fused together a small pro- portion of the former will be taken up and retained upon subsequent fusion. Of crude iron it increases the tenacity when in the proportion of 1 or 2 per cent., and it might, therefore, be advantageously and economically employed for certain castings. As much as \ per cent, in bar-iron injures its capacity for being welded ; a larger proportion makes a metal brittle at a red heat. Gold may be alloyed in all proportions with iron, for which it has a remarkable affinity, and to which it imparts no new quality until its own quantity becomes considerable. When the gold is from 20 to 25 per cent, of the mass, the alloy is silvery and very hard, so much so that cutting tools may be made of it. On the other hand, when the iron is from 15 to 20 per cent, (to be classed more properly as an alloy of gold) it makes what the jewellers know as gray gold , of late much used for little trinkets, and admired for the beautiful polish that can be given it. Gold is also used as a solder for delicate steel-work. Lead does not form an alloy with iron directly, with crude iron not at all, and with bar-iron, treated with litharge, in proportion not exceeding 2 per cent. This (and even a smaller proportion) renders the mass more brittle and more fusible. The ores of lead, which are sometimes found associated with those of iron, and have to be treated together in the high-fumace, are reduced, but the metallic lead lies in the hearth without uniting with the iron. It is sometimes found there when a furnace is blown out, not only in this state, but also as red-oxide or minium , and as a crystallized silicate. Manganese, on the contrary, has a remarkable affinity for iron, and of all the metals is found most frequently in association with it. In small proportions the manganese renders the alloy harder, without impairing its tenacity ; the limit in this respect is not ascertained, but it may be safely assumed at 1 J per cent. The addition of manganese diminishes the fusibility of iron, but increases its oxidability. Alloys of these metals almost always exhale an odor of hydrogen upon being breathed on, and this greed of manganese for oxygen is one of the means by which the crude iron from manganesian iron-ores may be refined, so as to part with nearly or quite all of its alloy. The tendency of such manganesian ores to yield a metal easdy convertible into steel has caused them to acquire the name of steel-ores with some persons. But this tendency, as well as the uniform liability of such ores (unless treated suitably) to give a white iron in the high-furnace, does not appear to arise directly from the manganese, but indi- rectly only, from the influence which this last has upon the behavior of carbon. Molybdenum, like tungsten, unites with iron in moderate proportions, without altering its qualities, further than augmenting its hardness. An alloy of l-5th molybdenum in iron is fusible, extremely hard, with small resistance to impact, but tenacious in other respects. Nickel behaves with iron very much like cobalt, especially in the white color it gives, and in the facility and variety of its combinations. An alloy of 1 atom of nickel to 12 atoms of iron, (which cor- responds to about 8 J per cent, of the former,) is one often met with in nature, under the name of meteoric iron. This is less oxidable and less ductile than iron unalloyed, but in other respects the metal is of good quality. Not to speak of the sword of Alexander, which is said to have been made of an alloy like this, nor of the sabres of Jehanguire, fabricated of a similar metal some 2000 years later, the sword presented to Bolivar in 1821 was forged of the meteoric iron of Santa Rosa, near Santa Fe de Bogota, whose atomic constitution is almost precisely what has been given above. Palladium renders iron brittle when in even moderate proportions ; when the proportion is small, it induces no further alteration than increased hardness. The same affinities and effects belong to alloys with rhodium, iridium, and osmium. A proportion of 3 per cent, of either of these in bar-iron prevents rusting, and renders the alloy capable of being tempered like steel. It is with steel, however, that the alloys of all these metals are the most remarkable. The same may be said, too, of platinum, whose alloys with steel are of great interest, and present some remarkable peculiarities, but which hardly unites directly with iron, except in the presence of carbon. Silver does not form a real alloy with iron. Fused together, the iron will take up a small proportion of the other ; which, when it is as low as only, injures the malleability and weldability of the mass. In these effects, Karsten ranks it as very nearly equivalent to sulphur. Tantalium does not unite with iron directly; except at a very high temperature, and in the presence of carbon. So formed, it is tenacious, without ductility, and readily scratches glass. Tin and iron have a great affinity for each other ; unite in all proportions, and at last so permanently as not to be separated by fusion. The alloys in which tin predominates are without the peculiar char- acters of this metal, while they have gained none of the properties of iron ; and the same may be said when the proportions are reversed. This does not apply at all to that superficial alloy which takes place in what is known as the tinning of iron, and which is manifested both with crude and malleable iron. The particulars of this art will be given under the article Tin-ware. The alloy of titanium will be spoken of in connection with the so-called titaniated iron-ores. Tungsten behaves like molybdenum ; and its principal effect is to increase the hardness of the alloy. Even when the tungsten is 37 per cent, (which is equivalent to 1 atom of tungsten to 6 of iron,) the physical characters of the alloy are very much those of white iron. IRON. 81 When zinc is kept in fusion in iron vessels, it gradually corrodes and dissolves them ; a proof of the capacity of these metals to form alloys. At the high temperature, however, required for the fusion of iron, the zinc is volatilized ; and so is never found, even in trace, in the metal from high-furnaces where iron-ores containing zinc are used. It is the opposite when the ores used for the extraction of zinc con- tain iron ; this last is very hard to be gotten rid of, and even in small proportions injures the mallea- bility and embarrasses the lamination of zinc. There is also a superficial alloy, like that mentioned just now in the case of tin , which is produced when clean sheets of iron are plunged in a bath of melted zinc. The preparation of this zincked iron, known in commerce as galvanized iron , is a late application of art, which will be particularly described under Zinc. Iron is one of the few metals which do not form an amalgam with mercury directly. It is possible by the medium of a third metal, as zinc or tin, to produce indirectly amalgams which are of no interest in the arts. Mineral characters and geological occurrence of productive ores of iron. — 1. Native iron, bolide, meteoric iron, d'c . — Although these are not strictly ores of iron, yet, as they are both workable and pro- ductive when they occur, it is proper to include them here. The means of distinguishing with certainty those which are terrene from those which are formed in, or at least fall from, the atmosphere, are yet so vague, that the two classes are here counted together. The occurrence of nickel is generally held to mark a meteoric origin. The most remarkable specimens are those of Siberia, discovered by Pallas ; of Louisiana, sent to New York by Gibbs; and of Buenos Ayres, found by Rubin de Celis. This last more than doubles the size of any of the others ; weighing about fifteen tons. Besides these, Africa, near the Cape of Good Hope ; North America, at Canaan in Connecticut, and Randolph County, North Carolina, and in Bedford County, Pennsylvania ; South America, along the eastern cordillera of the Andes, and in Brazil, and Peru; Asia, in Hindostan; Europe, from Bohemia, Croatia, France, Italy, Saxony, and Switzerland ; and the Esquimaux settlements near Davis’ Straits, (which belbng to no con- tinent,) have all contributed specimens. The color of these varies from silvery to bluish white ; their hardness may be taken at between 4 and 4'5 of Kirwan’s scale ; they are all magnetic. Their specific gravity varies from 5'95 to P34-, according to the associations, which are principally, and sometimes wholly, nickel, apparently in definite proportions. Arsenic, chrome, cobalt, copper, and molybdenum have also been found united with the iron, as well as a small proportion of carbon in the shape of graphite. 2. Magnetic iron-ore, octahedral iron-ore, fer oxidule, black oxide of iron, loadstone, dec. — This is the only ore of iron acted on by the magnet without application of heat, except the titaniferous iron grains of Brazil. Its geological occurrence is in primary formations ; and it is apt to be accompanied with quartz, horublend, calcareous and fluor spars, and asbestos, which modify variously its fusibility and workable properties. Its chief deposits are in Sweden and Norway, and in Siberia, where it occurs in bands; sometimes it is found in beds, as in Savoy and Piedmont, Tyrol and the Vosges; it forms the mass of considerable mountains, as at Taberg in Smoland ; and is also worked, as in Naples, in small grains like sand. In the New World it is found also, as in La Plata, Brazil, Mexico, and the United States ; but generally not in sufficient extent to work. The mines at Schooley’s Mountain, in New Jer- sey, have been, it is believed, abandoned ; and the new works for this ore near Sykesville, in Maryland, have not been long enough in operation to determine their reliability. This ore frequently occurs in crystals, whose primary form is the regular octahedron, and whose cleavage is perfect. Its color is black ; its lustre generally metallic ; its fracture generally conchoidal ; its hardness 5'5 to 6’5 ; its spe- cific gravity 5 at a mean. When pure, it is composed of 1 atom of iron and 1 J atoms of oxygen. The metal from this ore, known as Swedish iron, is of the best quality in commerce : and its properties, although attributed sometimes to the methods of its treatment, are probably more owing to the materials. 3. Specular oxide, an hydrous peroxide of iron, iron-glance, red hematite, fer oligiste, eisenrahm, dec . — This mineral is generally found in primary formations, but occurs also among sedimentary rocks. Va- rieties of the species, apparently of daily formation, are to be met with amid the lava of Vesuvius, and in ancient and existing solfaterras, as of Tolfa and Guadaloupe. The most celebrated deposit of it is in the island of Elba, where it has been worked for more than 2000 years, and where the extent of the excavations and deblais attests the industry more than the skill of the ancient miners. The Elba mines are continuations, probably, of the Tuscan ores. At present there are three workings in a hill of about three miles in extent, and elevated only about 600 feet above the sea. The rock in which it occurs is a whitish talcose slate, called there bianclietta, easily worked, but, after all, not very productive in modern times; the whole quantity exported not long since, being not more than 15,000 tons. The ore here is often slightly magnetic, and contains, in fact, an admixture of magnetic oxide, and often titanium. The wash from the actual workings, presenting the ore in the shape of octahedral grains like sand, is also exported under the name of poulette. The same granular occurrence is met with at Framont in the Vosges, the only point at present in France furnishing specular oxide. There are some other strik- ing localities, such as Gellwara in Lapland, and Sommorostro in Biscay, (where it forms the mass of large mountains,) Norberg in Denmark, and the Minas Gerues in Brazil, where it exists in very ex- tensive beds. The crystals of this ore are varied ; but the primary form appears to be a rhomboliedron nearly cubic. Its color is a brilliant black, very often iridescent, with a metallic lustre. Its fracture is sometimes lamellar, but more generally irregular. Thin laminae show a deep blood-red color. Hard- Dess, from 5-5 to 6’5 ; magnetism, when it exists, attributable to admixture of magnetic oxide ; and specific gravity at a mean, 5-10. When pure, it is entirely a peroxide of iron, and consists of 1 atom of iron with 14 of oxygen. The metal from this ore may be taken as equal to that from the former class ; the Celtiberian iron of old time, and the Bilboa blades of more recent periods, were made w 7 ith it; and in Sweden even, in many mines, it is not separated from the magnetic ore. The micaceous variety crystallizes in hexagonal tables, which are divisible into thin translucent plates. Its powder is a bright red- its specific gravity about 5'25. This is found of extreme beauty near Northampton in Massachu IRON. 85S setts. Red hematite occurs massive, stalactitic or fibrous, and mamelonated. Its color is a dark red, with very often a metallic lustre and aspect. Hardness, about 7 ; powder, which is red, never mag- netic; and specific gravity, at a mean, 5. Thomson gives the specific gravity of a specimen from Muirkirk at 6 p 305. It is often mixed with oxide of manganese, and is then a reddish-brown, almost black. Of this variety are the deposits in Cumberland, (Eng.,) so useful in admixture with the ores ol Wales; and in this also is the principal mining about Lauterberg and Altenau in the Hartz. This is the bloodstone of the metal-polishers. The compact red iron-ore of Lavoulte, in France, occurs roassi’-e, in veins 50 to 60 feet thick. It is also sometimes found in pseudo-morphous cubic crystals-. Its color is a brownish-red ; its fracture uneven ; its specific gravity about 4’25. Red ochre, which is chiefly usul as a pigment, but also as an ore, may be regarded as closely allied to this last variety, in which it is principally distinguishable by a softer texture and more lively red color. All these classes of ores, when pure, contain the iron associated only with oxygen. 'The others which follow contain also water as a permanent additional element, in the proportion of from 10 to 15 per cent. Such are, 4. Hydrated peroxide of iron, fibrous and compact brown hematite, brovm ochre, umber, cetites, limo- nite, bog-iron ore, dec., dec. — This class is very extensive, and is found as well in primary formations as in newer rocks. Its principal deposits are in the oolite series and chalk equivalents. Bog-ore is con- sidered of daily formation. It is sometimes found in octahedral and cubic crystals, but most generally massive. The color of the mass is in various shades of brown, but its powder and streak always yel- low. Its hardness is from 4-5 to 5 ; its specific gravity, at a mean, 4. It does not act on the magnet. Chemically, it is composed of 1 atom of water, 1 of iron, and 1 J of oxygen ; or otherwise, 1 atom of pure specular oxide with 1 atom of water. From this class (principally, the compact brown hematite) comes a great part of the iron of France ; the deposits about Whitehaven in England, which are of enormous extent, are a variety (the reniform) of it ; the oolitic ores, which are small globules held to- gether by a calcareous or argillaceous cement, cover a considerable extent in Burgundy and Lorraine, and occur also in Carinthia and Styria; the granular hydrates, or ferriferous sand, are worked in Nor- mandy and other parts of France, in Switzerland, in Silesia, Bavaria, and Poland ; and, finally, the bog- ores are profitably mixed with other ores in many places, as in Silesia and Livonia, and in the coal region of Maryland, or worked alone as in the last-named state. Phosphate of iron, however, which occurs frequently in this alluvial variety, prejudices its unmixed use. Brown ochre is principally used as a pigment ; and the cetites, or eagle stones as they are called, which occur along the Rhine, are almost as much used by the French shepherds as amulets, to be hung around the neck of a favorite ram, as for any other purpose. The metal from this variety, however, as well as from fhe whole class, is unex- ceptionable whenever (as is the case generally, except with the bog-ores,) there is no adventitious im- purities or associations, in sufficient proportion to be injurious. Ordinarily, the associations are from three to ten per cent, of silica, alumina, and manganese, in nearly equal quantities ; amounts which in nowise embarrass the smelting or the result. 5. Carbonate of iron, brown spar, argillaceous iron-ore, spathose or sparry iron, spherosiderite, fir spathique, fer carbonate lithoide, stahlstein, dec. — Under these synonyms and varieties may be included a class more widely extended and more productive than any other on earth. Two principal divisions may be made of it— the crystalline or sparry, and the compact or litho'id — the former occurring in beds and pockets in the primary rocks, the latter belonging to newer formations, and especially stratified among the coal-measures. The facility with which the former can be reduced rendered it of abundant introduction into the smelting-houses of the ancients ; it was from this ore that the Styrian works turned out the metal so favorably known before our era as the Norican non ; and the name of steel-ore, under which it has been designated, from the readiness with which it yields a steel at the first treatment, is not less a test of its appreciation. This variety is both massive and crystallized. In the latter case, its primary form is an obtuse rhombofcedron, nearly approaching the form of calcareous spar. Its deriva- tives are more complex ; but not unfrequently it is converted, as in the very large Cornish crystals, into regular six-sided prisms. Its color is gray of various shades, yellowish and greenish, but sometimes almost red. Fracture is imperfect chonchoidal, with a vitreous and somewhat pearly lustre. Thin fragments are often translucent. Its average hardness is about 4; its specific gravity, at a mean, 375. It is not magnetic. Abstraction made of the impurities, which are generally carbonates of lime and magnesia, this mineral is composed of 1 atom carbonic acid and 1 atom protoxide of iron. The compact or litho'id variety occurs in nodules and in regular veins or strata ; this last is especially the case in the coal-meilsures, with which it is always more or less associated. Its color is a dark gray, and when the allied carbonaceous matter is abundant, almost black. Its specific gravity is from 3 to 3’5. Its com- position is the same essentially as that of the other variety, but with the uniform addition of notable proportions of silica and alumina, and coaly matter ; protoxide of manganese is very often found with it and in the coal-measures, sulphur but in small quantities. The value of this ore is more in the facility with which it is treated than the quantity or quality of the metal produced. When in an unaltered state, it rarely yields more than 33 per cent, of metallic iron; the altered carbonates, which occur most generally in accidental beds among the primary rocks, may give 45 per cent. MuslieVs black band, as it is termed, a seam of high reputation near Airdrie, in the Glasgow coal-field, returns about 41 per cent. Even when made with charcoal, the iron from this ore is inferior in its physical properties to the Swedish, to the Spanish, and to the Styrian iron, and, in general, to the metal produced from any of the preceding classes ; when coke or coal is used its inferiority is, of course, more strongly marked. Yet improvements in the methods of manufacture have gradually cured these natural disadvantages to an extent which, though it still leaves something to desire, is yet sufficient for most practical purposes, and may well be balanced by the economy of production and the cheapness of the metal furnished. Indeed, without the use of coal and the association of this ore with the beds of fuel for smelting it, some of the most important contributions to the civilization of the present day would have been either im- possible, or at least unattempted. From this last variety comes now nearly the whole enormous prod- IRON. S3 net in iron of Great Britain ; is is being extensively used in France, where, as in the departments o! the Nord, Loire, and Allier, it exists in abundance ; it returns a part of the metal from the Hartz ; it was the earliest worked of the iron-ores of America along the Atlantic coast, when, as little more than a century since, it was seriously looked to as an available resource for the supply of crude iron for the English market, and, worked with charcoal at many points, still continues to yield a profitable return ; and finally, when foreign competition is, for an interval only, set aside or guarded against, will enable the bituminous coal-fields of Maryland, Pennsylvania, Ohio, and Virginia to supply the entire consump- tion in iron of the whole American continent. Such are the principal classes of available ores of iron. Mineralogists, and metallurgists even, often extend their number to include others, which should be, in theory, and sometimes may be in practice, used to advantage. So the silicated iron-ore of Kupferrath, the chamoisite of the Valais, the garnets of Henne- berg, the titaniated ore of Maryland, are actually smelted ; while the volcanic basalt of France, Ger- many, and Ireland, and the jasper of Piedmont and Siberia, contain iron enough to render its extraction hopeful. So the franklinite of New Jersey, which contains 46 per cent, of metallic iron, might be sup- posed as proper for the domain of the iron-master ; but in fact, it has only been employed, hitherto, (as twelve years ago for the weights and measures of the United States,) in the fabrication of brass, and probably will ever continue to be invoked solely to surrender its zinc. As for the other mineral combi- nations in which iron is found — the arseniets, chromates, columbates, phosphates, and sulphurets, &c . — they may be omitted here. Some (as, for instance, the chromates ) are worked for and applied to pur- poses in the arts other than the reduction of the iron they contain ; others (as, for instance, the phos- phates) yield an iron of such inferior quality, when treated alone, as not to be of desirable employment; while others, (as the sulphurets, osed so much shorter time in the heated pipes. There are a number of interesting points, chemical and mechanical, in the employment of hot-blast, for which there is no room here. All that can be said is, that, in general, with hot-blast the furnace works easier, carries a greater burden, with, of course, a higher yield, and reduces materials too refrac- tory for cold air. A notable economy of fuel and flux follows. With regard to the former, the saving of fuel, upon an extensive comparison of results, may be stated for Coke-furnaces at 32 per cent., from an average temperature of 330° F. Charcoal do. 20 do. do. do. 390° F. Besides this, certain raw coals that would not be admissible with cold-blast, are capable of being used with hot. As to the quality of metal made, it is generally gray foundry-iron, with a more uniformly cubic crys- talline form than cold-blast foundry. There is a general prejudice against it, as being less strong, but this opinion is more exaggerated than actual experiments warrant. The following table shows the pro- portionate strength in various aspects, from numerous trials : — Resistance to Transverse or Stretching strain. Crushing strain, oblique strains. Impact. Stiffness. Cold-blast iron 1000 1000 1000 1000 1000 Hot-blast iron 913 1033 963 1005 935 These statements upon the quality of metal lead naturally to the next class of considerations, which must be taken up, viz., upon the products of the blast-furnace. These products are, like the materials, both solid and gaseous. To the former belong the crude iron and the furnace-cinder, as the melted slag of earthy matters is termed; to the other the various ele- mentary and compound gases which arise from combustion and decomposition, and pass olf at tire trundle-head. The first solid product, the crude iron, has been already sufficiently treated of ; the other, the cinder, is reciprocal with it, and is one of the important tests which the founder has in judging of the progress of his work and of the issue that he may reasonably expect. Furnace-cinder, chemically, is chiefly a silicate of lime in various proportions. In charcoal works it is a bisilioate, in coke-furnaces a single silicate. This appears from the following statement, which rep- resents the average of good cinder, i. e., when the furnace is doing good work : — 2370. 104 IRON. Char-coal cinder. Coke cinder. Silica 53 43 Lime 22 35 Alumina 14 Magnesia 5 4 Protoxide of iron 4 4 The charcoal cinder is, in its proportions, a more fusible compound than the other ; but abstract fusibility is not so much to be considered as fusibility at the temperature employed. Coke-furnaces, having a higher temperature, require a more refractory material, in order that the cinder may answer its proper uses. These uses, in general, are to assist in fusion and reduction; with very fusible ores, to retard fusion until the deoxidation of the metal has occurred ; and after reduction, to protect the metal in the hearth from contact with the blast. In this last aspect, especially, the degree of fusibility of the cinder is of great practical importance. If it be too thick and pasty, it embarrasses the separation of the metal ; if it be too thin and liquid, the iron is exposed naked to the blast. These properties, as they may exist within the furnace, are judged of by the consistency of the cinder during its flow. If liquid enough to flow readily over the dam-plate, and slowly cooling afterwards, it is of the proper character; but what- ever its liquidity may be, if it tends to cool rapidly, the presence of metallic associations is to be inferred. Such association, as far as iron is concerned, may be inferred also from its color, which, with an admix- ture of iron in notable proportions, is always brownish or black. The most satisfactory color for the mass, on a fresh fracture, is whitish gray. Blue and bluish-green shades and streaks are almost always to be met with. The proper way to judge of color, however, is only upon a pulverized specimen. The fracture of cinder is always conchoidal, and its specific gravity, at a mean, 2'6. The aspect of good cinder, from charcoal works, is glassy ; from coke-furnaces, it is more lithoid, or stone-like. When cin- der becomes earf/ty-looking, it argues deficiency of heat ; and if the furnace on the preceding cast has given gray iron, more blast may be put on without fear, — if white iron, the blast should be augmented cautiously. A cavernous or honeycombed cinder appears to originate in the same defect of heat ; while one like enamel, although by many founders attributed to the same cause, arises more from elements in the materials — chiefly phosphate of lime. The gaseous products of the furnace may be taken to consist, on an average, of Nitrogen 56 Carburetted hydrogen 2 Carbonic acid-. 19 Vapor of water 7 Carbonic oxide 16 The watery vapor most likely arises from the moisture of the materials freshly put in, and is, therefore, hardly a product. If the fuel had all been fully consumed, the sole products would be nitrogen and carbonic acid. But this full combustion has not been, and, with the methods followed, cannot be attained. These gases, as they are, pass off at the trundle-head at a high temperature ; so high, that the oxy and hydro carbon combine there with the oxygen of the atmosphere and inflame. This flame furnishes, among other things, a sign to the founder of the state of the furnace. If it is small and weak, it is pre- sumable that the blast does not pass through sufficiently ; and the materials, which from the moment of charging ought to be undergoing a preparation for fusion, are in fact descending more or less raw. The remedy for this is not always to increase the blast ; on the contrary, a discreet founder will first take into consideration the nature of the materials, their friability, and liability to become packed in the cuvette. Too little slope to the boshes, too, is always more or less involved in the result, where the materials are constant. If the flame is, as sometimes, on one side, it is a sign that the charges are not descending equally. If this is permanent, there is reason to suppose that the in-walls or boshes, or both, have degraded out of shape. If occasional, it is rather to be attributed to an accidental choking of the furnace, caused either by a bad state of materials, or, what is more common, bad filling. Of course, the flaring from atmos- pheric causes must not be confounded with this phenomenon. In a well-going furnace and a calm at- mosphere the flame should rise cylindrically, with life, and with a certain whistling cry the founder likes to hear. A fame at the tymp is a sign that the blast is not going in the right direction ; in this case, it is better to alter the charges, by putting on less mine, than to change the blast. The high temperature at which the gases pass off at the trundle-head is an unavoidable consequence of the process ; it is, nevertheless, waste-heat. This waste-heat has been turned to account, as already mentioned, in the case of hot-blast. It has also been used for burning lime, for carbonizing wood, fur coking, and for generating steam. For all these purposes, except the first and last, it is rarely conve- nient to apply the inflamed gases ; and as, in leading off to a distance what is only inflammable air there is more or less loss of heat, these applications have been limited. For roasting ores, it is a per fectly appropriate means. M. Faber du Faure, as far back as 1837, conceived and very ingeniously executed a very brilliant idea of leading off the gases, without contact of air at first, to suitable points where, by mixing it with highly heated atmospheric air, it could be burnt, and the heat thus produced applied not only to the generation of steam, but also to other processes (refining, puddling, and reheating) in the manufacture of the crude iron yielded from the blast-furnace. The progress of his experiments led to investigations upon the actual constitution of the gases at different points of the stack ; and to the conclusion that the oxide of carbon existed as a maximum at a level below the trundle head, about one-third of the height of the stack. About this level, therefore, one or more flues are made in the stack, through which the gas ascends into a reservoir around the trundle-head, whence conduits of masonry or metal take it off into IRON. 105 in air-chest ; from which, after mixture with a hot-blast, it issues through a suitable number of nozzles or burners into the hearth where it is destined to be burned. This discovery and application excited a good deal of attention shortly after it was made public — in this country, about 1840, and large expectations were formed as to the revolution it was destined to cause in the manufacture of iron. But, either from some intrinsic difficulties, not at first apparent, or from bad management, its subsequent development has not been so extensive. Faber’s method, if confined to gases existing at or very near the trundle-head, would be perfectly unexceptionable ; when, however, they are drawn too low down from the body of the materials, there is reason to apprehend that the train of the furnace will be disadvantageously embarrassed. At least, such seems to be the conclusion of those most practically conversant with smelting. This train is, as we know, very easily, and sometimes unaccountably, deranged ; and there are few processes in the arts, where large masses are in action at once, so liable to the influence of apparently slight causes, and so much under the domain of what may be called the working. Before leaving the subject ol smelting, then, some particulars must be mentioned in regard to the working of the furnace. For working a single coke-furnace of the first class, the following statement may be taken of the hands usually found necessary, with their respective occupations : viz., two keepers, who take turn and turn about, every twelve hours, in the tymp-arch and below ; two fillers, who are engaged in a similar manner about the trundle-head and top-house above, each with a boy to help ; two cinder-fillers, in turn, to clear away cinder below ; one cinder-hauler ; one engineer and helper at the blast-engine ; one weigher of pigs : all these (together, 9 men and 3 boys) are engaged, day and night, in and about the stack. Besides these, for ore-roasting are required one man and two boys ; for coking, two men and eight, bovs ; for breaking limestone, two boys ; for hauling material from the yard, (which is done on a rail- track,) a man, a boy, and a horse. These 4 men and 13 boys are occupied in the yards adjacent, where, and about the stack, 0 0 OCP° 0 OOCO c 'Oce CC 00o 0 OO^O S . Q o qoO ooe Ooooooo r .°,.ooo to 0 o co o S ° o° o o °0 °o C° o 0 g © °o o w 00 0 °o° o°oo r remove it, or replace it, or preserve the figure for future use. The machine, of course, will be under- stood to consist of many sets of the lifting rods and needles, shown in the diagram, as will be perceived by observing the disposition of the holes in the paste-board ; those holes, in order that they may be ac- curately distributed, are to be pierced from a gauge, so that not the slightest variation shall take place. To form these card-slips, an ingenious apparatus is employed, by which the proper steel punches re- quired for the piercing of each distinct card, are placed in their relative situations preparatory to the operation of piercing, and also by its means a card may be punched with any number of holes at one operation. This disposition of the punches is effected by means of rods connected to cords disposed in a frame, in the nature of a false simple, on which the pattern of the work is first read in. These improved pierced cards, slips, or paste-boards, apply to a weaving apparatus, which is so ar- ranged that a figure to be wrought can be extended to any distance along the loom, and by that means the loom is rendered capable of producing broad figured works ; having the long lever G placed in such a situation that it affords power to the foot of the weaver, and by this means enables him to draw the heaviest morintures and figured works, without the assistance of a draw-boy. The machinery for arranging the punches, consists of a frame with four upright standards and cross- pieces, which contains a series of endless cords passing under a wooden roller at bottom, and over pul- leys at the top. Fig. 2428 represents a single endless cord 1 1, which is here shown in operation, and part of anothel endless cord 2 2, shown stationary. There must be as many endless cords in this frame as needles in the weaving-loom a is the wooden cylinder, revolving upon its axis at the lower part of the standard ; b i 136 JACQUARD PERFORATING MACHINE. the two pulleys of the pulley-frames above, over which the indivi- dual endless cord passes ; c is a small transverse ring. To each of these rings a weight is suspended by a single thread, for the purpose of giving tension to the endless cord, d is a board resembling a com- mon comber-bar, which is supported by the cross-bars of thestand- ard frame, and is pierced with holes, in situation and number, cor- responding with the perpendicular threads that pass through them ; which board keeps the threads distinct from each other. At e the endless cord passes through the eyes of wires resembling needles, which are contained in a wooden box placed in front of the machine, and shown in this figure in section only. These wires are called the punch projectors ; they are guided and supported by hori- zontal rods and vertical pins, the latter of which pass through loops formed at the hinder part of the respective wires. At f are two horizontal rods extending the whole width of the machine, for the purpose of producing the cross in the cords ; g is a thick brass plate, extending along in front of the machine, and lying close to the box which holds the punch-projectors ; this plate g, shown also in section, is called the punch-holder ; it contains the same number of apertures as there are punch-projectors, and disposed so as to correspond with each other. In each of these apertures there is a punch for the purpose of piercing the cards, slips, or pasteboards with holes ; h is a thick steel plate of the same sizeas h, and shown likewise in sec- tion, corresponding also in its number of apertures, and their dispo- sition, with the punch-projectors and the punch-holder. This plate h , is called the punch-receiver. The object of this machine is to transfer such of the punches as may be required for piercing any in- dividual card from the punch-holder g, into the punch-receiver h ; when they will be properly situated, and ready for piercing the individual card or slip, with such holes as have been read in upon the machine, and are required for permitting the warp threads to be withdrawn in the loom, when this card is brought against the ends of the needles. The process of transferring the patterns to the punches is thus effected. The pattern is to be read in according to the ordinary mode, as in a false simple, upon the endless cords below the rod f and passed under the revolving wooden cylinder a, to a sufficient height for a per- son in front of the machine to reach conveniently. He there takes the upper threads of the pattern, called the beard , and draws them forward so as to introduce a stick behind the cords thus advanced, as shown by dots, for the purpose of keeping them separate from the cords which are not intended to he operated upon. All the punch-projectors which are connected with the cords brought forward, will be thus made to pass through the corresponding apertures of the punch-holder g, and by this means will project the punches out of these apertures, into corresponding apertures of the punch receiver h. The punches will now be properly arranged for piercing the required holes on a card. Remove the punch-receivers from the front of the machine ; and having placed one of the slips of card or pasteboard between the two folding plates of metal, completely pierced with holes corresponding to the needles of the loom, lay the punch-receiver upon those perforated plates, to which it must be made to fit by mortices and blocks, the cutting parts of the punches being downwards. Upon the back of the punch-receiver is then to be placed a plate or block, studded with perpendicular pins correspond- ing to the above described holes, into which the pins will fall. The plates and the blocks thus laid to- gether, are to be placed under a press, by which means the pins of the block will be made to pass through the aperture of the punch-receiver ; and wherever the punch has been deposited in the receiver by the above process, the said punches will be forced through the slip of pasteboard, and pierced with such holes as are required for producing the figured design in the loom. Each card being thus pierced, the punch-receiver is returned to its place in front of the machine, and all the punches forced back again into the apertures of the punch-holder as at first. The next set of cords is now drawn forward by ths next beard, as above described, which sends ont the punch-projectors as before, and disposes the punches in the punch-receiver, ready for the operation of piercing the next card. The process being thus repeated, the whole pattern is, by a number of operations, transferred to the punches, and afterwards to the cards or slips, as above described. See Loom. JACQUARD PERFORATING MACHINE. Machine for perforating metal plates, such as are used for steam-boilers, &c. ; and employed for punching the plates of the tubular bridge at Conway, made at the Globe Works, Manchester, by Messrs Roberts, Fothergibl & Co. Fig. 2420 represents a sectional elevation of the machine; Fig. 2421 an elevation of the back of the machine; Fig. 2422 a plan view of the apparatus for putting the punches out of action without stopping the fly-wheel ; and Fig. 2423 a plan view of a few of the jacquard plates. Fig. 242G represents a front elevation ; Fig. 2427 a side elevation ; and Fig. 2428 a horizontal section, taken through the dotted lines A 'A 1 , in Figs. 2426 and 2427. Fig. 2429 is a detached view of the traverse apparatus, and Fig. 2430 a detached view of the holding-down or stripping apparatus. A A the standards. B the bed, through which there is an opening for the punchings, or metal punched out of the plate, to fall through ; tliis bed is inserted into the standards. C a stretcher-bar, to connect the top of the standards. D, fulcrum of the levers q q which withdraw the punches, and of the lever w which traverses the plate. E a fulcrum shaft, to which the levers jj and hlc are keyed. F the main or eccentric shaft, working in bushes in the standards. G a spur-wheel, keyed on the eccentric-shaft. 1 1 a pinion, working into the wheel G. I the fly-wheel shaft, on which are the fast and loose pulleys K and L, the pinion H, and the fly-wheel J. M M connecting-rods, fitted to the eccentric necks of the shaft F. N N caps of the connecting-rods M M JACQUARD PERFORATING MACHINE. 137 2420. 0 0 guide-plates for the punch-rams P P. Q the cam-shaft, R a spur-wheel, loose on the cam-snail and having on one side two projections, between which there is an opening. R* a locking-disk or plate 138 JACQUARD PERFORATING MACHINE. JACQUARD PERFORATING MACHINE. 139 keyed on the shaft Q, having upon it a spring-catch 38, which takes into the opening between the pro jectious on the wheel R. R and R* are seen detached in Fig. 2425, 24 25 2 : the dotted lines on R* repre- sent a weight to counterbalance the levers k. S a toothed-wheel, keyed on the main-shaft F. T the punch-ram depressor, secured to the connecting-rods M M by knuckle-joints at the lower end of the connecting-rods. U a slide-bar, on which the frame traverses which carries the plate to be punched. V V two short slide-bars, to carry one side of the traverse-frame. W a block of iron, fastened with short wedges to the bed B to carry the die-plate X, into which the dies d are inserted, and prevented from rising by a collar at the lower end of each, as seen ir Fig. 2430. Y a square shaft, carrying the holding-down levers or stripping-fingers oo Z Z levers on each end of the shaft Y. a a the punches let into the punch-holders b b bolted to the rams P, as seen in the detached view, Fig. 2424. c c pieces bolted to the bed B to carry the adjusting slide-bars V Y. d dies inserted into the holder X. ee, Fig 2420, are the selecting slide-bars, which, when allowed to pass through the card-plate, enter the card roller/, without being pushed backwards by them; the card-roller has in this case six sides, and the belt of jacquard-plates, after passing over it in the usual manner, passes over a round roller suspended in a swing-frame, at such an angle as shall keep the belt moderately tight, whilst the roller/ advances towards and recedes from the selectors e. r/g brackets projecting from the depressor T, and carried up and down with it. h h sliding-blocks, in which the journals of the card-roller turn. To an upright cast on each of these blocks, is fitted a rod of round iron, thus *, with a flat foot, long enough to extend over two of the six pins in the ends of the card-roller, against which the flat foot of the rods is made to press, by spiral-springs coiled around them in the usual manner employed in the jacquard-loom, which is gen- erally known, and need not be further described, ii, Fig. 2420, are two sets of guide-blocks, for the selectors e, one on each side of the depressor, adjustable laterally by set-screws on flat bars, extending across the machine ; the use of these blocks is to carry the selecting-bars e, which are round at the end that enters the cards, and flat at the other end, to keep them in their proper positions ; the centre por- tion of each selecting-bar is a solid piece of iron, projecting as much below the round stem as will, when the selecting-bar is driven backwards by a card-plate, permit the depressor T to complete its downward stroke without the selecting-bar touching the ram P under it. jj are levers keyed on the shaft E, and connected at their lower end by links to the slide-blocks h h. k k are levers also keyed on the shaft E and having each a friction-roller at its lower extremity. On the shaft Q are two cams, one of which works a lever k on one side of the shaft, and the other cam works the other lever k on the opposite side. One of the cams, through the medium of the levers jj, and the links before referred to, causes the roller/ to approach the selecting-bars e, and the other cam causes the roller to recede from them, until, by a catch employed in the ordinary way in the jacquard-looms, the roller / is made to turn through one-sixth of a revolution, and is then retained in that position by the pressure of the spiral-spring and flat foot above referred to. 1 1 are brackets attached to the depressor T at the back of the ma- chine. m a bar resting on the brackets 1 1, and connected by rods with the sliding-blocks h h, which, on receding, cause the bar m to bring all the selecting-bars e into the position for depressing the rams, as seen in Fig. 2430. tin are levers having their fulcra on studs screwed into the standards; one end of these levers is connected by a rod p with the levers Z Z ; the other end is furnished with a roller which is acted upon by a cam u on the shaft Q. oo are the holding-down levers, adjustable laterally on the shaft Y, so as to admit of one of them being placed on each side of every punch. pp are rods connecting the levers n and Z. By adjusting the length of these rods, the levers oo are made to press upon plates of different thicknesses, so as to hold the plates down while the punches are being withdrawn, q q levers turning on the fulcrum-bar D for withdrawing the punches by means of the cams r r that actuate levers q q. sa broad but rather thin bar, extending through the series of punch-rams P, shown by dotted lines. The punch-rams P are made with slots, through which the bar s passes, and these slots must be about two inches longer than the width of the bar s, in order to allow the punch-rams to be forced down when the bar is at the bottom of its stroke. 1 1 are links connecting the bar s with the levers q q. uu are cams which depress the holding- down levers oo, through the medium of the levers n n, rods pp, and levers ZZ, and hold down the plate while the punches are being withdrawn, v a cam for the traversing-rack 5. w a lever turning on the fulcrum-bar D, and worked by the cam v. x the cam for lifting the rack 5. y a lever turning on a stud in the standard, and worked by the cam x for lifting the traversing-rack 5. z a rod connecting the lever y with the lever 8. 1 is a lever on the traverse-shaft 2 ; 3 another lever on the shaft 2. 4 a link connecting the lever 3 with the rack 5. 6 a rod connecting the lever w with the lever 1 for traversing the rack 5. 7 a shaft for carrying the levers 8, 9, and 10. 11a link con- necting the levers 10 and 12. 13 a shaft carrying the levers 12 and 14. 15 and 16 are links con- necting the rack 5 with the levers 9 and 14. 17 the upper or retaining rack. 18 a stud carrying t lie elbow-lover 19, which is provided with a handle. 20 another stud carrying the elbow-lever 21, which is connected by a link 22 with the lever 19. The rack 17 is carried on studs in the horizontal arm of the levers 19 and 21. 23 division-studs in the bar 24 of the traversing-frame. The plate to be punched is put into a traversing-frame formed of two side-bars 24 and 25, and two stretcher-bars secured by cottars to the side-bars, which are rabbeted to support the plate, and, when required, furnished with clamps to hold the plate down. 24 represents one of the sides of the trav- ersing-frame, in which there is a groove to fit on the slide-bar U ; into the outer side of the bar 24 is screwed a series of studs 23, represented in the engravings as being 12 inches from centre to centre apart from each other. The side 25 of the frame slides on the bars V Y. When the plates to be punched are very long, rollers may be used to carry the projecting ends of the traversing-frame. In Fig. 2428 is shown part of a frame, with a plate partly perforated. The racks 5 and 17, Fig. 2429, are drawn with three teeth in the length of a foot, which will divide plates to a four-inch pitch ; but it will be obvious, that for a different pitch the racks must be changed, and it may in some cases, (such as when the pitch required is not an aliquot part of a foot,) be necessary to alter the distance between the studs 23. Fig. 2429 represents the traverse apparatus, in the position it will be in when the retaining 1 40 JACQUARD PERFORATING MACHINE. JACQUARD PERFORATING MACHINE. 141 2427. G 1412 JAPANNING. rack is down, and the punches in the act of passing through the plate, and the traversing-rack having completed its return-stroke. When the punches are being raised, the traversing-rack will rise also; and by the side-piece 26 (which is attached to it) acting against the roller 27, on a stud in the rack 17, will raise it also, and set the frame at liberty to be advanced by the cam x, through the mechanical means already described In Fig. 2420 this traverse apparatus is shown in the position it assumes when the plate is advancing The spiral-spring 28 acts on the lever 21, and forces the rack 17 down on to the pins 23. For every hole required to be punched in line with the width of the plate under operation, a corresponding hole must be made in a plate of the jacquard, and an additional hole, marked 30, is also made, int« which the stopping-bar 31 enters at every stroke until the punching be completed, at which time the jacquard-plate 32, which is left blank, will push all the selecting-bars e beyond the rams P, and at the same time, by pushing the bar 31, disengage the cam-shaft Q, by the mechanism to be hereafter explained, at the point where the punches and the levers o are held up, and thus will allow the perfo- rated plate to be taken out of the machine, and another plate to be put into it. The stopping-bar 31 is provided with a projection on its lower surface, which depresses the click-lever 39 when the bar is pushed back; the lever 33 is keyed on a shaft 34, moving in bearings at the back of the depressor; on the other end of the shaft 34 is keyed the lever 35, to the upper end of which is attached the link 36, connecting it with the elbow-lever 37 ; the end of the other arm of this lever is inclined, for the purpose of unlocking the plate R* and is provided with a stud, on which is a latch 38, the tail of which comes m contact with the incline on the elbow-lever 37, when it is in the position shown in dotted lines in Fig. 2422 ; and as the wheel R revolves, the latch becomes disengaged from the opening between the two projections cast on the said wheel, at which time the cam-shaft Q ceases to revolve. When the stopping- bar 31 has been pushed back, it depresses the lever 39, and liberates the lever 33 from behind the projection on the lever 39, when the spring 40 will pull the elbow-lever 37 into the position shown in dotted lines. To the blocks h a small shaft is attached, on which are two levers, suspending by links a plate of metal similar to a blank card-plate, except that the holes for the guide-pifas are cut at the bottom edge. At each end of the same shaft is a lever-handle, held up or down by a side-spring in the ordinary way. The use of this apparatus is as follows ; Should it be required to stop the machine before the plate is finished, by raising the lever here referred to, the blank plate will come in front ot the roller, and will act the part of a blank jacquard-plate, and stop the machine. Flaving now described the principal parts of the machine, we shall proceed to explain the manner of its working. The plate to be punched having been placed in the traversing-frame, on the sides U and V, is then pushed forward. In its progress, the first pin of the series 23 passes under the inclined end of the rack 17, until the first notch in the rack falls upon the pin. The driving-strap being now on the fast pulley K, the machine is set to work by pulling down the handle 42, keyed on the shaft 34, until the lever 33 is latched by the click-lever 39 ; the elbow-lever 37 is then, by the spiral-spring 40, brought into the position shown in Fig. 2422. The latch 38 being now liberated, will, by the action of the spring 41, Fig. 2420, drop into the notch in the wheel R the first time it comes round ; the cam-shaft Q wall now revolve at the same speed as the shaft F, and the jacquard-roller/ will be drawn back and made to perform l-6th of a revolution on its centres, after which it will be advanced, and the first card of the series will remove those selecting-bars for which there are no holes in the jacquard-plate ; the other selecting-bars will remain over their respective rams P, which will then force down the punches through the plate, by the descent of the depressor T. A little before the punches have gone through the plate under operation, the levers o are made to press upon it, and are held there while the punches are being withdrawn by the bar s, which rises simultaneously with the depressor T, during one-half of its ascent. Whilst the depressor is continuing its assent and descent through the other half of the stroke, the roller /'recedes, and draws with it the bar in, which brings all the selectors again over the punch-rams P. The roller f while receding, having performed another sixth of a revolution, will, on advancing, bring another of the jacquard-plates against the selectors, and the operation will be repeated until all the holes are punched in the plate under operation. JAPANNING. The art of covering paper, wood, or metal with a thick coat of a hard, brilliant varnish : it originated in Japan, whence articles so prepared were first brought to Europe. The material, if of wood or papier-machee, is first sized, polished, and varnished ; it is then colored or painted in various devices, and afteiwards covered with a highly transparent varnish, or lacquer, which is ulti- mately dried at a high temperature, and carefully polished. An improved method of performing the above-mentioned operation is thus described by the inventor : The articles which are to be so coated, or covered, or ornamented, may be made of wrought-iron, or of other malleable metal or metals, which will withstand a strong red-heat without injury, such as brass or copper, the making of such articles being performed by any of the usual modes of cutting out of laminated or sheet metal, and hammering, or stamping, or otherwise forming to the required shape for any intended article, by aid of all or any of the various modes of cutting out of laminated sheet metal practised by the makers of articles of malleable metals, except that the more fusible metals which will not withstand a strong red-heat, such as tin, lead, zinc, pewter, or Britannia metal, are not fit to be used for making such articles or any part thereof, and, therefore, tinning and soldering with soft solder is not applicable for taking such coating, or for uniting together the parts of the said articles ; but in case of an article which cannot conveniently be formed of one piece of metal, (and which is to be preferred,) then the several pieces or parts must be united or strengthened by all or any of the well-known methods of overlapping, turning down the edges, wiring, creasing, and hammering down, or by riveting or dove-tailing, as may be most suitable for the article ; and in case of soldering being resorted to, it must be hard soldering with brass or spelter, usually termed brazing, and by any or all the means aforesaid the articles are to be made of wrought-iron, or of other malleable metal or metals, and in the same manner as if they were intended to be japanned, painted, varnished, lacquered, or tinned. When JAPANNING. 143 made, the articles are to be subjected to a full red-heat, by placing them in an annealing oven or fur nace, -which may be of the same kind as is commonly used for annealing articles of stamped metal, ot for annealing metal for being stamped ; a number of articles of the same shape and size being piled up one upon another in such furnace in order that they may the better keep their fcrm, and sand may be interposed between the articles so piled up for that purpose. Small articles may be heated in a muffle, such as hereafter described, into which flame does not enter, and after having been kept to a full red- heat for about half an hour, the articles are either withdrawn from the oven or furnace and allowed to cool, or else the oven, or furnace, or muffle, with the articles therein, may be allowed to cool, and the articles removed. By the said heating, all liquid or greasy matter will have been dissipated, and the surfaces of the articles will have been oxidated, and then all oxide or scale is to be removed from the surfaces of the articles by rubbing them with sandstone, for the plain and accessible parts, and with worn-out tiles, scrapers, or other suitable tools, for the less accessible places. Or articles of such a truly circular or elliptical form as to admit of being turned in a lathe, may be mounted in a chuck and turned ; a broad flat tool being presented to every part of the revolving surface in succession, leaving the surface of the metal smooth and even, without the necessity of its being quite bright or polished. The articles being thus rendered perfectly clean, are ready to receive the first coat or covering of partially vitrifiable material, (the composition whereof is hereafter described,) and which is applied to the surface of the articles in a semi-liquid state, which state results from the materials having been ground very fine when in mixture with water, and to the consistence of a thick cream, and then strained through fine lawn. A suitable quantity of such semi-liquid is poured out from a ladle or spoon upon the surface of the article whilst it is held over a large vessel containing such semi-liquid, and by holding the article in the hands with the surface inclined, the semi-liquid runs slowly and gradually along the surface, so as to spread itself out and cover the same, the article being turned about and inclined in different directions in succession, in order to cause the semi-liquid to run over the surface until the whole is completely covered and with a coating of uniform thickness, all surplus of such semi-liquid being allowed to drain off therefrom into the basin or other vessel beneath. Great care must be taken, however, to avoid air-bubbles, specks, or defective places in the coating, and which is only accomplished by using precaution in the previous preparation of the semi-liquid, or by thoroughly grinding or straining it, in order to keep it free from lumps and from any coarse particles, and afterwards avoiding all violent stirring or splashing, so as by no means to get air intermixed with it, but using only a gentle motion when taking it up with a ladle or spoon ; and such a quantity only of the semi-liquid at one time as is not materially greater than sufficient for covering the surface of the article to be coated. The operation of coating will be greatly facilitated by performing the same in a warm room, and by making the article rather warmer than the semi-liquid itself, but not so as to feel hot to the hand; and such warmth of the room and of the article will dispose the covering, after it has been spread over the surface of the article as aforesaid, to begin to dry upon that surface, and, in a short time, so far as not to run or move thereon, after which the drying is to be completed by placing the article in an ordinary japanner’s stove, which should be kept heated to a temperature of about 180° Fahrenheit, the article being left therein until all moisture is gradually dried away, or so as to leave a dry whitish covering, which adheres sufficiently to the surface of the article for keeping its place thereon, but which would, nevertheless, be easily rubbed off if handled roughly, or if only touched rudely by the fingers. The composition of materials found to be the most suitable for the first coating may be prepared as follows : — Take six parts (by weight) of flint-glass, -broken into small fragments, three parts of the ordinary borax of commerce, one part of red-lead, and one part of oxide of tin. These four ingredients being brought into the state of a coarse powder, are to be well mixed together, by pounding them in an iron mortar, and then the mixture is to be fritted in the same manner as is usually done with the materials for making glass, or by subjecting such mixture to a strong red-heat in a reverberatory furnace for three or four hours or more, it being frequently stirred and turned over to expose every part to the flame, and to more effectually mix the ingredients, as well as to expel all volatile matter ; and towards the latter part of the time the heat must be increased, until a partial melting or semi-vitrification has commenced, when the whole is to be withdrawn from the furnace in a pasty state, and let fall into water in order to be suddenly cooled, whereby it becomes cracked, so as to be afterwards easily broken into small frag- ments, or into a coarse description of powder, which is called fritt, and which is for the first body or coat, but which fritt is only one of the ingredients in the composition of such first coat. With one part (by weight) of the fritt described is to be mixed two parts of calcined bone, ground to powder; and the mixture of fritt and bone is then to be ground with water in a mill, called a porcelain-mill, such as is used for grinding the materials for making porcelain ; and which operates by trituration of the materials with water between chert-stones, or other hard silicious stones, whereof some are fixed at the bottom of a tub or vessel containing water, having the materials mixed therewith ; and other such stones rest by their own weight upon the said fixed stones, and are carried round thereon with a circular motion, com- municated by the moving part of the mill, so as to rub over the fixed stones and grind the materials between them, which operation is continued until the materials are reduced to a state of extremely minute division in the water, forming therewith the semi-liquid (of about the consistence of cream) already alluded to, and which is ready for use so soon as it has been passed through appropriate sieves, so as to effectually separate any particles that have escaped the operation of grinding. In articles requiring only one side to be coated, such as the hollow side of a kettle, or pot, or jug, or such as a mug, or plate, or dish, or waiter, or tray, or basin, or cup, or bread-basket, or cheese-tray, (to all which, as well as to numerous similar articles, this invention is considered as being particularly ap- plicable,) such hollow side may be first coated with vitrified materials after the manner already explained ; after which, the outside may be coated or covered by any of the ordinary methods of japanning ; and in applying such first coating of semi-liquid to the hollow surface or side of such articles as those stated, it is observed that, instead of pouring out a auantity thereon, as in other cases, the vessel may be filled, or if both sides have to be coated, may be wholly immersed, and in the act of 144 JAPANNING. draining off the surplus the fingers of the two hands should be applied to the edges only cf the article, and at the two opposite sides of its circumference, so that the weight of such article will balance itself and render it easy to turn it over and about, so as to drain in succession from either side, extreme care being requisite in all such cases to insure a uniformity of surface. When the coating is so far dried that it will not run, the article is to be laid down upon the points of three small supports, made of burnt earthenware, and which are made to stand upon a small iron plate that serves to carry away the article which is next introduced into the japanner’s stove, where it is dried more effectually. When the article is afterwards removed from the said stove, in order to be introduced into the muffle for the firing or burning in of the coating, (and in the manner hereafter described,) it is still to be borne upon the same three supports, the iron plate on which they rest being removed from the stove, and also introduced into the mufHe, or with the three supports and the article upon it ; and in case of any specks or deficient places appearing in the coating, such places may be mended by applying a portion of the semi-liquid thereto by aid of a brush, and in the manner of painting or pencilling, and then returning the article to the stove, and drying the same, so that every part shall not only be completely covered, but also effect- ually dried on, and before it goes into the muffle, the ultimate appearance of the article depending very materially upon the manner of conducting this first part of the process, and upon the care with which the coating has been applied, and, upon the proper grinding and mixing of the materials, uniformity o( surface in the first process being considered absolutely indispensable, in order to insure the successful result of such after-processes as have yet to be detailed. The firing next described is for the purpose of so far vitrifying the materials and hardening the coating as to fasten it on to the surface of the articles, and is performed in a furnace, of the kind used by painters in enamel, being an oven strongly heated by fire applied beneath it, and by the flame therefrom passing in flues around it, and may be called a muffle ; but no fire, or flame, or smoke can enter into the interior where the articles are placed. The articles are left in the muffle, and subjected to the heat until such time as the earthy composition will have undergone so much of the commencement of fusion or partial vitrification as to render the particles of the coating firmly adherent one to the other, and also to the surface of the metal articles, and which are then to be withdrawn and laid on a flat iron bench to cool. When cold, such parts of the surface as have been coated will be found to present the dead whitish appearance of earthenware, which has been once fired only, but has not been glazed, being in that state which by potters is termed “ biscuit.” The time that the articles should remain in the heated muffle will vary from a few minutes to half an hour, depending upon the size and number of the articles, and upon the heat of the muffle ; neither can such time be stated with precision, but the operator, it is observed, will soon find out what length of time is most suitable for any particular description of article, and also what heat should be kept up in order to obtain the required result, by observing, so soon as the article shall have become cool, whether the coating has been rendered sufficiently hard, and has or has not become firmly ad- herent. When cool, the newly formed coating is to be wetted, either by passing over it a sponge that has been dipped in water, or else by dipping the article itself, and a second coating is then applied over the first coat and dried thereon in the japanner’s stove, and then fired in the muffle in the same manner as the first, only the composition is to be different; and the patentee goes on to state that the compo- sition he lias found to be the most suitable for such second coating is as follows : Take 32 parts (by weight) of calcined bone, ground to a fine powder, 16 parts of china-clay, and 14 parts of Cornwall stone in fine powder, and 8 parts of carbonate of potash ; the latter being dissolved in water, the other ingredients are mixed up therewith, so as to make a thick paste, which is then fritted for two or three hours in a reverberatory furnace, until it assumes the appearance of biscuit-china, which is to be reduced to powder; then -5^- parts (by weight) of such powder are to be mixed with 16 parts of flint-glass broken small, 5-J- parts of calcined bone ground, and 3 parts of calcined flint ground, the said mixture being afterwards ground with water in a porcelain-mill until it is reduced to a semi-liquid state about the consistence of cream, and which has to be carefully strained, as before, through sieves of lawn, when it will be ready for use in the same manner as already explained in reference to the composition or semi-liquid employed for the first coating. In firing the second coating care must be taken that the articles are kept long enough in the muffle, and that the heat is sufficient for thoroughly incorporating the second coat with the first, also for thoroughly hardening both coats. After firing for the second coat, the article, when cool, will have a stronger and whiter color, and a more decided resemblance to articles of good earthenware, but still only in the state called “ biscuit,” The articles having been twice coated with composition as described, and twice fired, so as to assume at this stage the external appearance of a good earthenware biscuit, the patentee further states, that should it be desired to produce a very white color, so as to resemble the very finest earthenware or porcelain, then in lieu of the 16 pounds of flint-glass, mentioned as forming part of the last composition, proper for the second coating, he prefers to substitute a like quantity of the composition prepared as follows: Take four parts (by weight) of feldspar in powder, four parts of white sand, four parts of car- bonate of potash, one part of arsenic, six parts of borax, one part of oxide of tin, one part of nitre, and one part of whitir.g; the mixture of these materials is to be fritted either in a reverberatory furnaca (as was before described for the materials of the first coating,) or otherwise such fritting may be pc? formed in a crucible strongly heated in a furnace, the heat in either case being continued until tire materials are partially fused, and the appearance when cold will be that of a whitish enamel, which being reduced to powder, such powder is to be substituted, weight for weight, in place of the 16 pounds or parts of flint-glass formerly mentioned as part of the composition of materials for the second coating, all the other materials remaining the same. Excepting only for the purpose of obtaining whiteness of color, the flint-glass is in other respects described as being cheaper, and yet equally good. After the articles have received the second coating, (of either of the compositions described,) and have been fired and then cooled, they are to be wetted with a sponge, or by dipping them into water, as was done after the first coating, and are then ready for receiving the third coat or glaze, which is also applied in a semi-liquid state, great care being required in draining off the surplus semi-liquid glaze, so as to leave JOINT, CLASP-COUPLING. 145 only a thin coating or covering, equally distributed over every part of the second coating of partially vitrified material, in order that the article, after being again exposed to the heat of the muffle, and afterwards withdrawn, may present the appearance of glazed earthenware of good quality, and which will not otherwise be the case ; whereas, with appropriate care, and when the composition specially adapted for producing whiteness has been employed, it will resemble earthenware, it is stated, of the very best quality. The composition found to be the most suitable for the third coat, or glaze, is as follows: Take twelve parts (by weight) of feldspar, in powder, four and a half parts of china-clay, eighteen parts of borax, three parts of nitre, one and a half parts of carbonate of potash, and one and a half parts of oxide of tin, which materials being well mixed together, the mixture is to be fritted either in a crucible or in a reverberatory furnace, and then the frit being reduced to powder, is to be ground with water in a porcelain-mill to a semi-liquid state, and strained through fine lawn in the same manner as described for preparing the composition for the first coat. Or, instead of the above composition, the following may be adopted for such third coat or glaze : Take nine parts (by weight) of feldspar, in powder, two parts of china-clay, nine parts of borax, two parts of nitre, three parts of carbonate of soda, and one-quarter part of arsenic ; which materials being mixed together the mixture is to be fritted, and then reduced to powder, ground in water, and strained as aforesaid. In firing the articles in the muffle for the third coat or glaze, the heat of the muffle, and the time the articles are subjected to such heat, must be sufficient to cause the glaze to become thoroughly vitrified, and to spread over the surface of the second coat so as to become incorporated with that coat, and effectually glaze the surface thereof, as in earthenware of excellent quality; and in case there are any imperfections in the glaze after it has been so fired, then, after the articles are cold, another coating of the same glaze may be applied in a semi-liquid state and dried in the japanner’s stove, and then fired in the muffle as was done for the first coating of glaze ; and so in like manner a third coating or glaze may be applied and fired, if found requisite. JOINT, CLASP-COUPLINQ— West & Thompson’s. are two flanges joined each to one of the pieces of pipe. It will be observed that the coupling parts of these flanges are bevelled, and have no bolt-holes, as those in common use all have. C is a piece of vulcan- ized India-rubber, or any other packing that may be thought necessary, although a pressure can be exerted in bringing the flanges so close together that the joint is made perfectly tight without any packing, but we think that it is all the better to use a little packing. B B is the clasp. This is divided into two parts, and this part is represented with the flange resting on it. | By placing the concave part over the bevel of the flanges, and securing the two parts of the clasp to- gether by bolts passing through E E, is all the opera- tion that is required in connecting two separate pieces of pipe together. Every mechanic will perceive that the tighter the clasp is screwed up, the faces of the flanges are brought closer together, and the joint is thereby made exceedingly tight. Experience has pro- ven this joint to be excellent for pipes that are used for conducting steam. It will be clearly seen that this improved coupling is applicable to vessels and other articles of angular or curved forms, and that whatever may be the form, any desired and effective mode of draw- ing or forcing together the segments of the ground clamp may be substituted for screw-bolts or the conical rings. DD, Fig. 2431, are two pieces of pipe; A A In coupling angular vessels, or other articles, it will be found to be advantageous to make the grooved clamp in as many sections as there are sides to the figure, and for round couplings it will be found suffi- cient to make it in two parts for all articles of moderate size ; but when the diameter is very considerable it may be divided into three or more parts. This improved mode of coupling is equally applicable to the securing of nozzles, stop-cocks, bonnets, and many other articles not necessary to enumerate, and particularly to cylinder-heads, in which the edge of the head takes the place of one of the flanges. It will be evident to any engineer or machinist, from the foregoing, that shafts and other solid bodies can be coupled together in the same manner as hollow conduits or vessels, and with equal advantage, and by a similar arrangement of parts, and therefore it is deemed unnecessary to give an example. The flanges, instead of solid projections of the bodies to be united, may be made separate, and connected therewith in any manner desired, as the mode of making the flanges forms no part of the invention. 1 The leading advantages of this mode of coupling over the ordinary double flange and bolts heretofore and now generally used, are, a great reduction in the number of screw-bolts used, which occupy much time in connecting and disconnecting joints, particularly in the parts of steam-engines, such as cylinder- heads, and other parts, which require to be frequently connected and disconnected for packing and other purposes, and increased strength and more perfect and continuous support, as the flanges by the im- proved plan, instead of being reduced in strength by the numerous bolt-holes, are pressed together aud supported all round by the grooved segmental clamp, and the strain on the threads of the screw-bolts, instead of being in the line of the force which tends to separate the coupling, as in the old plan, is nearly at a right angle therewith, and therefore greatly relieved. There are other advantages which, however it will be unnecessary to enumerate. Vol. II. — 10 146 JOINTS, AND JOINING TIMBERS. JOINT, PATENT EXPANSION. Figs. 2432 and 2433 represent a patent expansion-joint, patented by Z. R. Dunham, of New York, March 20, 1847. 2433. JOINTS, AND JOINING TIMBERS. As timber cannot always be obtained of sufficient length for tie-beams, or bridges, it is necessary to unite two or more pieces together by their ends, which is called scarfing, and is differently performed by carpenters. The most common means is lapping, or halving, or, as it is sometimes called, ship-lapping. This is nothing more than cutting away a part of the thickness of one piece, and an equal quantity of the , other which is to be joined to it, so as to suffer the diminished end of one piece j to overlap that of the other, (as in Fig. 2434,) and then uniting them by nails L or wooden pins, which are called tree-nails. This method is applied to plates, bond timbers, and others, where there is not much longitudinal compression or extension ; where this kind of effect is to be provided for, the upper as well as the lower timbers should be cut and let into each other ; the under piece having a tenon formed at its extreme end, with a corresponding cutting to receive it in the upper piece. That these tenons may be enabled to pass each other, it is necessary to cut away a part of the timbers in the middle of the length of the joint, equal to the length of the two tenons, so as to form a square hole, through the middle of the timbers to be joined together, and this is afterwards closed up by driving an oak key into it ; this also helps to drive the tenons to their respect ive mortises, and prevents the timbers from being pulled asunder. The thickness of the key, in ordei that it may not be compressed, should be equal to a third of that of the piece into which it is inserted Another principle is here shown, which is more simple, the joint being cut obliquely ; to make these two pieces stiff, the ends of both should be cut in an angular form. To strengthen these scarfs, iron straps and screw-bolts are added ; but no joining can be made so strong as the timber itself. In making joints, it must be remembered that all timber is liable to shrink when dry, and when wet to expand ; on this account, dovetail joints should be avoided as much as possible, as they are liable to draw out ; and all joints should be made with reference to their contraction and expansion, which some- times tends to split off portions of the framing. Where iron bolts or straps are introduced, care must be taken that their effect is not lost by the changes that the timber undergoes. The areas of the for- mer should never be less than two-tenths of the area of the section of the beam ; it must also be recol- lected in making a joint, that when force is applied to any portion, the fibres of the timber will slide upon each other. Fishing a beam is merely placing a piece of the same scantling to one side of the timber to be united, and bolting them or hooping them together. Separate pieces of timber are united either by scarfing, Botching, cogging, pinning, wedging, tenoning, Ac. Scarfing consists in cutting away equally from the ends, but on the opposite sides, of two pieces of 2434. BZH JOINTS, AND JOINING TIMBERS. 147 timber for the purpose of connecting them lengthwise. The usual method of scarfing bond and wall plates is by cutting about three-fifths through each piece, on the upper face of the one and the under face of the other, about 6 or 8 inches from the end transversely, making what is termed a kerf; and longitudinally from' the end, from two-fifths down, on the same side, so that the pieces lap together like a half dovetail. Fig. 2435 is a scarf. Notching is either square or dovetailed, and is made use of for connecting the ends of wall-plates and bond-timbers at the angles, in letting joists down on girders, binders, purlins, or principal rafters. Cogging, or cocking, is a species of notch extending on one side, and having a narrow cog alone in the bearing piece, flush with its upper face. It is principally made use of in tailing joists on wall- plates. Pinning consists in inserting cylindrical pieces of wood or iron through a tenon. Wedging is the insertion of triangular prisms, whose converging sides are under an extremely acute angle, into or by the end of a tenon, to make it fill the mortise so completely as to prevent its being withdrawn. Tenon and mortise of the most simple kind is shown in Fig. 2439, in which the two timbers united are at right angles with each other. The tenon is on that which appears horizontal, while the mortise is cut in the upright timber. The tenon is left one-third of the thickness of the timber, as shown in the upper part of the figure. The greatest strain upon the fibres of a girder is at the upper and lower parts, decreasing gradually towards the middle of the depth, which is the best situation to make the mortise. The form to be given to the tenon requires consideration. Some carpenters introduce it at the lowest part of the girder, which in a great degree destroys its stiffness : being a sixth of the depth, it should be placed at one- third of the depth from the lowest side. Horizontal timbers, intended to bear great weights, should be always notched on their supports, in preference to being framed in between them ; and this rule is applicable to inclined timbers, as common rafters and braces. All the pressures to which they are subjected should be brought to act in the direction of their lengths, and the form of the joint should be such as to convey the pressure as much as possible into the axes of the timber. When subjected to a strain, a partial bearing is liable to very serious disadvantages, particularly in bridges. 2441. "LT I 2439. 2440. Where the mortise is to be made in the upright timber, and the tenon to be cut on another inclined, as in a brace to a partition, a bevelled shoulder, Fig. 2441, is cut on the inclined piece, and a sinking made in the upright post to receive it — the pin which secures it in its mortise passing through the tenon. The bevelled shoulder adds greatly to the strength of a mortise and tenon joint, and should never be dispensed with : it renders the junction of the two pieces of timber more exact, and makes the abut- ments of all the fibres stronger and more capable of resistance. The common method of effecting such a junction does not occupy so much time or labor, but is not so effective : it is usual to drive one or two wooden pins through holes bored for the purpose at right angles through the timber in which the mortise is made, as well as through that which has the tenon. Boring the hole for the pin requires to be nicely performed, in order that it may draw the tenon tight into the mortise prepared to receive it, and make the shoulder-butt close into the joint, without running the risk of tearing out a portion of the tenon beyond the pin. Square holes and square pins are pre- ferred to round, as they bring more of the wood into action, and there is less liability to split. Foxtail wedging, adopted by ship-carpenters, is made with long wooden bolts, which do not pass completely through the timbers, but take a very fast hold : they are subject to be crippled in drawing if they are too nicely fitted : this is remedied by placing a thin wedge into the hole previous to the 148 JOINTS, AND JOINING TIMBERS. insertion of the wooden bolt, which, when driven, is split by the wedge, and thus squeezed tight to the sides of the hole. Bond-timbers and wall-plates require to be carefully notched together at every angle and return, and scarfed at every longitudinal joint. 2443. To make a good tie-joint requires great attention on the part of the carpenter ; and, for uniting wall- plates, the. dovetail joint, Fig. 2444, is sometimes adopted. If the effects that 0444 shrinking may produce be taken into consideration, the more usual system of 1 ’ , halving, Fig. 2443, is decidedly preferable. Whenever this joint is employed, j /(S J a stout pin of tough oak, or an iron bolt, should be driven through to render it ' — I secure ; and, where there is the slightest tendency for one piece to slide from the other, iron straps must he used. Timbers which are laid upon the plates, and intended to act as ties, should be cut with a dovetail and let into the timber it is to secure. Generally, where they cross at right angles, halving or cutting away the moiety of each is adopted, and one is let into the channel cut in the other. For joining two pieces of timber together, notching is the most common and simple method ; for, when four angles are to be formed, the surfaces of one piece are both parallel and perpendicular to those of the other. A notch may be cut out of one piece (Fig. 2444) the breadth of the other, which may be let down on the first ; or the two pieces may be both notched to each other, and then secured by an oak pin : this is the best practice when each of the timbers is equally exposed to a strain in any direction. When one piece has to support the other transversely, the upper may have a notch cut across it, to the breadth of two-thirds the thickness of the one below, which must also have a similar notch cut out on each upper edge, leaving two thirds of the breadth of the middle entire, by which means the strength of the supporting or lower piece is less diminished than if a notch of less depth were cut the whole breadth. Such joints are particularly adapted for purlins, when let down upon the principal rafters. Lapping is performed in a variety of ways — either by simply halving the end of each timber, or by halving and dovetailing, as in Fig. 2445. I'n the latter case, the tim- bers act as a tie, and cannot be readily pulled asunder. In these joints the greatest attention is required to make the sev- eral parts abut completely on each other, as the least play or liability to motion at once destroys their efficacy. The butting joints, being slightly tapered to one side of the beam, require very moderate blows with a hammer to force them into their place : if driven too hard, the parts will be liable to strain, and the abutments to split off. It is better, sometimes, to leave the abut ments open, and afterwards drive in a small wedge, which, if made of hard wood and not likely to compress, is an excellent substitute. Iron has been said to injure the fibres of the timber, from its toe great hardness ; otherwise it is well adapted for the joggles and wedges. Two pieces of timber may be united in such a manner that they preserve the same breadth and depth throughout, which is of great importance in the construction of beams for bridges or roofs of considerable span. The length to be given to the scarf must depend upon the force that will cause' the fibres of the timber to slide upon each other ; and that for oak, ash, or elm should be six times the depth of the timber ; in fir, twelve times : but where bolts are used so much is not required in either case. The simplest method for uniting the r ends of two timbers is by cutting away an equal portion of each, and letting L one down upon the other. Fig. 2449. Timbers united together by a number of such cuttings, afterwards united and bolted through or hooped round with iron, aro capable of sustaining great resistance : a stirrup-iron at each end 2449. JOINTS, AND JOINING TIMBERS. 14& holds the timbers in their places, and one or more bolts are sufficient to prevent their being draws asunder. The carpenter frequently exercises great ingenuity in joining timbers of considerable scantling, Fig 2450 ; and, by the introduction of iron or small cubes of harder wood into the joints, can prevent their being thrust or drawn out of their position either longitudinally or laterally. The scarfing of girders and beams have a great variety of forms given them, and are sometimes bolted through, at others strapped round with strong hoops of iron, Figs. 2449 to 2454. Where bolts are dispensed with, it is perfectly clear that the joint cannot have half the strength of an entire piece. Where the stress is longitudinal, two irons put on each side will pre- vent the scarf that is merely indented from pulling asunder ; but such a provision will not maintain the constant horizontal position of the timber. When a scarf is forced to its bearings by the introduction of keys or wedges driven tight, they some- times receive an additional strain, and it is often found advisable to omit them, and to bring the joint? 2452. to a bearing by some other means before the bolts are inserted. When keys are made use of, they should be of very hard wood, having a curled grain, which resists the insertion of the fibres opposed to it. To prevent lateral movement cogging is adopted, in addition to the ordinary method, and a small tenon or cog is left upon a portion of the scarf, which enters into a notch prepared in the piece which is to eover it, as shown in Figs. 2448 to 2452. Beams intended to resist cross-strains require to be lengthened more frequently than any others, and, from the nature of the strain, a different form of scarf must be made use of from that which is required for a strain in the direction of its length. When timber is subjected to both strains, the cross-strain is that which demands the greatest attention. Where a floor is supported, the scarfing requires to be further secured by iron bolts, made to pass through a longi- tudinal piece laid to cover the under side of the joint. Bearing-posts, when used to support the floors of a magazine or warehouse, are generally formed exactly square. Some timber will support, while that of another quality will suspend, the most ; therefore, in the selection of story-posts, we must pay attention to these peculiarities. Iron, however, is generally used for these purposes, in consequence of its horizontal sectional area occupying less space than timber of the same strength. When a tie-beam is mortised through to receive a king or queen post, and it is necessary to provide for the means of holding it up, the tenon should not be pinned through, as it is not advisabl^to depend entirely on the pins for the support : the tenon should be cut like a half dovetail, or in a sloping direc- tion on one side, and left straight on the other : the mortise-hole should be so cut that the lower end can juot pass. When it is in its place, a wooden key or wedge is driven tightly on the straight side, which forces the tenon against one side of the mortise-hole, and prevents it effectually from being drawn out : oak or iron may be added, or an iron strap may be applied. Tenons may be wedged at the end ; but to do this they must be made long enough to pass entirely 2450. through the mortise : two saw-cuts are then made across it, and the wedges are driven home. The tenon sometimes splits, but not sufficiently to injure its strength. When in machinery it is not practi- cable to cut the mortise through, the fox-tail wedging is adopted : the tenon is made to fit the mortise 150 JOINTS.. AND JOINING TIMBERS. exactly, the wedges are loosely put into the saw-cuts, as before, and the whole is driven to its place. When the wedges touch the bottom of the mortise, they cause it to spread, and thus hold the tenon firmly in its place. Dovetailing in some degree resembles mortising and tenoning, and is more adapted to uniting together the angles of framework. The feet of the rafters require the mortise and tenon to be care- fully made, and the thrust is destroyed to a certain extent to obtain greater strength. A portion of the rafter is tenoned into the tie-beam, and another small part is let into the upper part of it : both rafter and tenon are cut at right angles with the inclination of the roof. In Fig. 2455, the rafter has two bearing shoulders in its depth, one behind the other, in addition to the tenon which unites them. Struts and braces which are loaded require but little mortising to keep them from sliding out of their places : the more flat their ends can be cut, the more efficient will they be. The shrinking of timbers sometimes occasions them to become loose, particularly where there is not much stress upon them. King-posts, queens, and principal rafters, which are subject to great strains, should have iron straps or ties when they unite with the tie-beam, as in Figs. 2456 and 2457 ; and an iron strap should embrace 2457. the head of the kings and queens, and unite with the principal rafters, the feet of which, in large build- ings, sometimes have their abutment in a cast-iron shoe, which prevents the splitting off the end of the tie-beam. The ends of king or queen posts may have a screw-bolt passed into them, which allows the nut to be turned at pleasure ; and thus the framing may be tightened again when shrinking of the timbers ren- ders it necessary. This, in many instances, is preferable to the iron strap, and keys or screws put in the ordinary way. Whatever form we adopt for the butting-joint, we must be careful that all parts bear alike ; for, in the general compression, the greater surfaces will be less affected and the smaller undergo the greatest change. When all have come to their bearing, they should exhibit an equally close joint ; and as large timbers are moved with some difficulty, the joint cannot be often put to the test of trying whether it fits nicely : it must, therefore, be set out with great precision, and worked, with regard to its lines, with exactness. A very small portion of a tie-beam left at the end is sufficient to withstand the horizontal thrust of a principal rafter, and blocks may be used at the ends where the rafters abut to give additional strength. Scarfing a timber in a perpendicular direction. — When the top surface is divided into nine squares, if four are cut down, the other five serve as tenons to enter into as many vacant spaces left in the piece of timber placed upon it, as seen in Fig. 2458 ; or two may be cut away, as in the same figure, to re- ceive a tenon left on the upper piece. 2453. 2459. Partitions and framing for the outside of buildings , &c., Fig. 2459, are a species of timber walls, usually covered with lath and plaster, and formed of upright posts, mortised into a head and sill, braced in different directions, and filled in with quarters. The posts are placed at the extremities, as well as at the sides of all doors and openings. When a partition dividing two or more rooms has a bearing which is perfectly solid throughout, it is better without braces : the posts or quarters have only then to be maintained in an upright position, which is effected by driving pieces between them horizontally, so as to strut them, and prevent their bending. Where they rest upon joists, which are liable to shrink, and yield to a weight placed upon them, the partition should be trussed in a manner to throw its load on the parts able to sustain it. In most houses we find great neglect upon this sub- ject, wliich occasions cracking in the cornice, inability to open and shut the doors, and many other incon- veniences. The thickness given to partitions which do not exceed 20 feet in length, is 4 inches. The posts are then 4 inches square, and the other timbers 4 by 3. When they are of greater extent, they should be lucrcased in thickness. When it is required to make a doorway in the middle, the truss may be formed JOINTS, AND JOINING TIMBERS. 151 by the braces, tlie inclination of which should be at an angle of about 40° with the horizon. When the doors are at the sides, the truss may be formed over the heads. The posts should all be strapped tc the truss, and the braces halved into the upright posts. The weight of a square of quartered partition may be estimated at from 12 cwt. to 18 cwt., and every precaution should be taken to discharge its weight from the floor on which it is placed, to the walls, which are its best points of support. In ancient timber houses, mills, Ac., the fronts or external sides are formed of upright posts, placed at a distance equal to their scantling : these are mortised and ten- oned into a top and bottom plate, which serves also to carry the floors. The posts at the angles are of a larger scantling ; and into these, which form openings for doors and windows, are framed horizontal pieces, which serve for heads and sills. Braces are then introduced, crossing each other, like a St. Andrew’s cross. Above the lintholes, and beneath the sills, short quarters or punchions fill in the space, and the whole are mortised, tenoned, and pinned together. The framing should be placed on brickwork, or a wall of masonry, so as to be kept quite clear of the ground. Floors. — When the bearings are equal, if joists of the same width, but of different depths or thick- nesses, are used, their strength is increased in proportion to the squares of their vertical thickness : when the joists are but 6 inches deep, they are in strength to those of 8 inches in depth, as 36 to 64 — the square of 6 being 36, and that of 8, 64. The quantity of timber in the one case to that of the other is as 4 to 3 — so that one-third more timber gives a strength double that of the other. Where square oak joists are used, and the bearing 1'2 feet, their scantlings should be 6 inches, and laid at a similar distance apart. Such a floor contains the same quantity of timber as if entirely formed of 3-inch plank : the strength of timber being as the square of its vertical thickness, it results that the strength in these two instances is as 2 to 1 : the floor composed of 3-inch plank is only half the strength of the other ; but had the whole been formed 6 inches thick, instead of with joists 6 inches apart, it would have been 4 times as strong — the square of 3 being 9, and the square of 6, 36. Naked floors are divided into single-joisted, double, and framed floors : and it must be remarked that unsawn timbers are considerably stronger than planks or scantlings cut out of a round tree. When a tree is cut longitudinally, and formed into two pieces, these will support less than they would do when united in the original tree, arising from the circular concentric rings which compose the tree being cut through, which renders the timber more compressible on one side than on the other ; and as the texture is less close where it has been sawn, it is also more susceptible of change from humidity on alternation of temperature. Joists whose width is less than half their vertical thickness, are subject to twist and bend if not strutted ; and for this reason squared timber was usually employed by the builders in the middle ages ; and we have numerous examples four or five hundred years old, where the timber selected has the pith in the centre, and the concentric rings nearly entire, being in a sound and perfect condition. Experience also teaches us that timber, whether sawn or unsawn, used for a floor of 16 feet bearing, composed of 12 joists, 8 inches square, placed at a distance of a foot apart, is much stronger than another of 24 joists, 8 by 4, placed edgeways, at a distance of 6 inches apart, although there is the same quantity of timber in both cases. Single-joisted floors consist of one series of joists, which ought to be let down or halved on to wall- plates of a sufficient strength and scantling to form a tie, as well as a support to the floors. Each joist should be spiked or pinned to the timbers on which it lies. Wherever fireplaces occur, and the joists cannot get a bearing on the wall, they are let into a trimmer or piece of timber framed into the two nearest joists that have a bearing: into this the other joists are mortised. As the trimming joists sup- port a greater weight, they must be made stronger than the others, and should have an eighth of ar. inch additional thickness given to them for every joist they carry. When the bearing exceeds 8 or 9 feet the joists should be strutted, or they will have an inclination to turn sideways : the joists in use. being generally thin and deep, require strutting on all occasions, and a rod of iron is often passed through them, which, being screwed up after the strutting-pieces are placed, gives the entire floor great solidity and firmness. The weight of a square of single-joisted floor varies from 10 cwt. to 1 ton, and the joists should never extend to a greater bearing than 20 feet in ordinary cases. 2460. Mortises and Tenons. To find the depth of a joist, when the length of bearing and breadth in inches is given : divide the square of the length in feet between the supports by the breadth of the joist in inches, and the cube root of the quotient, multiplied by 2'2 for fir and 2'3 for oak, gives the depth in inches. A single-joisted floor which has the same quantity of timber as a double floor, is considerably stronger, particularly if properly strutted, than the latter. The plates, bedded on the walls, upon which the joists are to be tailed down, should have their depth equal to half that of the joists, and their width half as much more. In many instances the plates are not bedded entirely in the wall, but have one-half resting beyond the face on corbels let into the wall, at a distance of 6 feet apart. To form the entaille ot dovetail, great care should be used, to prevent the joist from drawing out of its place when once pinned down. 152 KILN. Double floors are formed of joists, binders, and ceiling-joists. The binders rest upon the plate* bedded on the walls, and serve the purpose of supports to the joists which are bridged on them, as well us to the ceiling-joists, which are pulleys mortised into their sides. When the depth of a binding-joist is required, the length and breadth being given, divide the square of the length in feet by the breadth in inches, and the cube root of the quotient, multiplied by 342 for fir, and 3'53 for oak, will give the depth in inches. When the length and depth are given, and the breadth is required, divide the square of the length in feet by the cube of the depth in inches, and multiply the quotient by 40 for fir, and 44 for oak, which will give the breadth. The above rules suppose the binders to be placed at a distance of 6 feet from each other. Binding-joists (Fig. 2461) must be framed into the girders, and care must be taken that the bearing parts fit the mortise made for them very accurately : the tenon should be one-sixth of the depth, and placed at one-third of the depth, measured from the lower side. When binding-joists only are employed to carry the ceiling, their scantlings may be found in the same manner as those of ceiling-joists, which are small timbers, and only, of a sufficient thickness to nail the laths to. When their length and bearing are given, their depth may be found by dividing the length in feet by the cube root of the breadth in inches, and multiplying the quotient by 0 64 for fir, or 0'67 for oak, which will give their depth in inches. Ceiling-joists are usually notched to the under sides of the binding-joists, and nailed to them : this is better than mortising, which weakens the binder, and gives more labor. KALEIDOSCOPE. This instrument, the invention of Dr. Brewster, in its most common form con- sists of a tin tube, containing two reflecting surfaces, inclined to each other at any angle which is an aliquot part of 360°. The reflecting surfaces may be two plates of glass, plain or quicksilvered, or two metallic surfaces, from which the light suffers total reflection. The inclination of the reflector that is in general most pleasing is 18°, 20°, 22-J- 0 , or the twentieth, eighteenth, and sixteenth part of a circle ; but the planes may be set at any required angle, either by a metallic, a paper, or cloth joint, or any other simple contrivance. When the two planes are put together, with their straightest and smoothest edge in contact, they will have the form of a book opened at one side. When the instrument is thus con- structed, it may be covered up either with paper or leather, or placed in a cylindrical or any other tube, so that the triangular aperture may be left completely open, and also a small aperture at the opposite extremity of the tube. If the eye be placed at the aperture, it will perceive a brilliant circle of light, divided into as many sectors as the number of times that the angle of the reflectors is contained in 360°. If this angle be 18°, the number of sectors will be 20 ; and whatever be the form of the aper- ture, the luminous space seen through the instrument will be a figure produced by the arrangement of twenty of these apertures round the joint as a centre, in consequence of the successive reflections be- tween the polished surfaces. Hence it follows that if any object, however ugly or irregular in itself, be placed before the aperture, the part of it that can be seen through the aperture will be seen also in e^erv sector, and every image of the object will coalesce into a form mathematically symmetrical, and highly pleasing to the eye. The eye-glass placed immediately against the end of the mirrors, as well as another glass similarly situated at the other end, is of common transparent glass. The tube is continued a little beyond this second glass, and at its termination is closed by a ground glass, which can be put on and off. In the vacant space thus formed, beads, pieces of colored glass, and other small bright objects are put. The changes produced in their position by turning the tube give rise to the different figures. KEDGE. A small anchor used to keep a ship steady and clear from her bower anchor while she rides in a harbor or river. They are generally furnished with an iron stock, which is easily displaced for the convenience of stowing. KEEL. The principal piece of timber in a ship, which is usually first laid on the blocks in building. It supports and unites the whole fabric — since the stem and stern posts, which are elevated on its ends, are, in some measure, a continuation of the keel, and serve to connect and enclose the extremities of the sides by transoms, as the keel forms and unites the bottom by timbers. False-lceel is a strong, thick piece of timber bolted to the bottom of the keel, which is very useful in preserving its lower side. In large ships of war the false keel is composed of two pieces, called the upper and lower false keels. Keel is also a name given to a low, flat-bottomed vessel, used in the river Tyne to bring the coals down from Newcastle for loading the colliers : hence a collier is said to carry so many keels. KEELSON. A piece of timber forming the interior of the keel, being laid upon the middle of the floor-timbers immediately over the keel, and serving to bind and unite the former to the latter by means of long bolts driven from without, and clinched on the upper side of the keelson. KILN. A structure or machine designed for drying substances by the application of heat. Their forms are as various as the substances or manufactures for which they are designed ; for, although it may be said that a certain kiln will answer several purposes, yet for one single purpose we often find a variety of kilns employed. The requisite qualities in a good kiln are cheapness and durability of con- struction, effectiveness in producing the required result with the utmost economy of fuel, a perfect com- mand of the temperature, and facility of working. Ovens must be regarded as of the same class ot apparatus as kilns : indeed, the terms kiln and oven are often indiscriminately applied to the same structure, as may be noticed under several articles in this work. Under the head of Lime the usual for m of lime-kilns is described ; and under Coal and Iron, several forms of coke-ovens. In this place we shall notice a combination of both, which was the subject of a patent granted to Mr. Charles Heathoru about seven years ago, since which time it has been in successful operation. Heo.th.orrC s patent combination of a lime-kiln with a coke-oven . — The object of this invention, as ex- pressed in the specification of the patent, is the preparation of quick-lime and coke in the same kiln at one operation. The economy of tins process must be evkWt from the circumstance, that the infiamma- KILN. 153 ble part of the coal which is separated to form it into coke, is the only fuel employed to burn the lime , and as the coke is in many places as valuable as the coal from which it is prepared, the cost, if any, ol making lime, must be reduced to the most trifling amount. Fig. 2462 presents a vertical section of the lime-shaft and coke-ovens : a a are the side walls, 4 feet thick, of a rectangular tower, the internal space being filled with limestone from the top to the iron bars b b at bottom, whereon the whole column rests. The limestone is raised in a box d, or other proper receptacle, to the top of the building, by means of a jib and crane e , or other tackle, which is fixed at the back of the tower, together with a platform projecting beyond the walls for affording security and convenience for “ landing” the limestone when raised as represented, the jib is swung round, and the lime-box tilted, by which the whole con- tents are thrown down the shaft. The coke-ovens, of which there may be two, or a greater or lesse number, according to the magnitude of the works, are constructed and arranged in connection with tne lime-shaft in the same manner as the two represented in the diagram a iff These ovens are supplied with coal through iron doors in the front wall, (not seen in the section ;) the doors have a long and nar- row horizontal opening in the upper part of them to admit sufficient atmospheric air to cause the com- bustion of the bituminous or inflammable part of the coal ; the flames proceeding from thence pass into the lime-shaft through a series of lateral flues, (two of which are brought into view at g g,) and the draught is prevented from deranging the process in the opposite oven by the interposition of the partition wall h , which directs the course of the heat and flames throughout the whole mass of the lime, the lower- most and principal portion of which attains a white heat, the upper a red heat, and the intervening portions the intermediate gradations of temperature. When the kiln is completely charged with lime, the openings in front and beneath the iron bars at i i are closed and barricaded by bricks and an iron- cased door, which is internally filled with sand to effectually exclude the air, and prevent the loss of heat by radiation. Therefore, when the kiln is at work, no atmospheric air is admitted but through th« narrow apertures before mentioned in the coke-oven doors. When the calcination of the lime is com- 154 KILN. pleted, the barricades at i i are removed, the iron bars at b b are drawn out, by which the hme fall* down and is taken out by barrows. It sometimes happens, however, that the lime does not readily fall having caked or arched itself over the area that encloses it, in which case a hooked iron rod is em- ployed to bring it down. To facilitate this operation in every part of the shaft where it may be neces- sary, a series of five or six apertures, closed by iron doors, is made at convenient distances from the top to near the bottom of the shaft : two of these are brought into view at k k. Two similar apertures are shown in section in the coke ovens at b b, which are for the convenience of stoking and clearing out the lateral flues g g from any matter that might obstruct the free passage of the heated air. When the coals have been reduced to coke, the oven doors in front (not shown) are opened, and the coke taken out by a peel iron, the long handle of which is supported upon a swinging jib that acts as a movable fulcrum to the lever or handle of the peel, and facilitates the labor of taking out the contents of the oven. The operation of this kiln is continuous, the lime being taken from the bottom whenever it is sufficiently burned, and fresh additions of raw limestone being constantly made at the top. Kilns for drying corn . — If air and moisture be carefully excluded from grain, it may be kept unin- jured for an indefinite length of time. This is proved by an extraordinary experiment made with some Indian corn found in the graves of the ancient Peruvians, buried more than 300 years ago. Some of this corn being sown, it vegetated and came to maturity. We believe a similar fact is recorded respect- ing some grain found in the ruins of Herculaneum. But to preserve corn, even for a short period, it should be perfectly dry when housed, and carefully protected from dampness. But it not unffequently happens, during a wet harvest season, that the corn is necessarily carried from the field in a damp state ; and as few farmers have the means of properly and speedily drying it, large quantities are irrecoverably spoiled after all the labor and cost of production. The method of drying on the perforated floor of a kiln (which is usually resorted to where it can be obtained) is a very tedious, defective, and expensive mode, and is attended with great labor, owing to the grain requiring to be continually turned over and spread by a workman, whose utmost care is insufficient to cause every part to receive an equal degree of heat. It therefore becomes a matter of considerable importance to devise a simple, efficacious, and economical method of drying grain under these circumstances ; and we think Mr. Jones’s apparatus for this purpose, shown in the following figures, is well adapted to the end proposed. Fig. 2463 is a ver- tical section of the apparatus, which is formed of two iron cylinders a b , placed one within the other, each being closed at the upper and lower end by two concentric cones, C D. The annular space be- tween the cylinders, as also between the cones, is an inch and a quarter in width, for the reception of the grain, to be dried by its passing through the machine : both the internal and external bodies are perforated throughout with about 2300 holes to the square foot. The kiln is supported on five cast-iron columns, or legs, three of which are shown in the section as at E : these are attached to a strong iron ring which surrounds the base of the cylinder. From the heads of these columns descend, along the sides of the cone, five long bolts, as at G-, which are passed through the same number of legs in the cast-iron ring surrounding the neck of the lower cone. From this ring proceed five stays, as at I, which are fastened to the middle of the columns by a nut on each side. The body is sustained, “both exter- nally and internally, by iron hoops, as at K, and the distance between the cylinders is preserved by a number of short stays. In the front of the kiln a passage is cut out, as at 0, in which is fixed the fire- place, through which are passages for the heated air to pass into the cylinder. These passages, as well as the flues, which proceed circuitously from the fire to the chimney, are best shown in the horizontal KILN. 15 < section, Fig. 2464. And in the vertical section of the detached fireplace, Fig. 2465, Q is the fire-hole, S the ash-hole, T the fire-bars, and U the chimney, which passes up nearly in the middle of the kiln. The wheat is admitted into the kiln from above through a hopper, and through the tube W, and, falling upon the apex of the cone, is distributed equally on all sides between the cylinders, the little asperities in which not only slightly retard the descent of the grain, but likewise impart to the particles a con- stant, slow, rolling motion, whereby every individual grain is exposed to the same degree of tempera- ture ; the grain from thence converges into the lower cone, and ultimately escapes through the spout at bottom into sacks, or on to the ground, as may be required. The passage of the grain through the machine may be either accelerated or retarded, according to its peculiar condition, by enlarging or con- tracting the aperture through which it is discharged. The moisture is carried off by evaporation through the perforations of the plates, with great rapidity. The kilns may, of course, be made of any dimensions. One of 6 feet internal di- ameter, and 12 feet in length, between the apexes of the upper and lower cones, has been said to be capable of perfectly drying more than 100 quarters of wheat in 24 hours. In Fig. 2466 is shown a contrivance for drying grain which lias been noticed in several French papers, and announced as having been success- fully adopted in one of the departments. The apparatus consists of a long spiral tube a a like a distiller’s worm, reaching from the basement to the upper floor and through the roof of the granary, which forms a passage for the heated air from a close stove below. Externally round this tube is placed another tube b b, winding, like the interior one, in a spiral direc- tion, and at about an inch and a half from it. This external tube receives the corn from above, through a hopper c, and it is punched throughout with numerous small holes, through which the vapor escapes, as it is formed by the damp corn coming in contact with the inclosed heated chim- ney. The corn, in consequence, becomes thoroughly dried before being discharged at the bottom, and that without the intervention of any manual labor. Hebert’s patent kiln was devised for drying washed grain ; but as this kiln is equally applicable to the drying of malt, seeds, and all other matters of a similar kind and form, and by a mode that is as novel as it is efficacious, we give a description of it in this place. In the following engravings, Fig. 2467 exhibits a longitudinal section of the apparatus, and Fig. 2468 a transverse section of a long air-trough, shown at e in Fig. 2467. At a is shown one of a series of five or six common iron gas- tubes, placed side by side, and curved in the form represented to consti- tute a fireplace ; the space between the tubes serving for the admission of air for combustion, which enters through the ash-pit door b at the side, provided with an air regulator : the fireplace is inclosed in front, at c, by a common door and frame. The heated air, and other products of combustion from the fuel, pass along the flue d to the funnel or chim- ney. The bottom and two sides of the flue d are of brick, but the top is of iron, being formed of the bottom of a long, shallow iron box, or air- trough, e ; this box has no cover but one of extremely open-wove canvas, which forms a part of an endless cloth or band fff, that is continually made to travel lengthwise over the whole area of the said trough — the edges of the cloth gliding between grooves and over tie-rods, (shown in the cross section, Fig. 2468, where the dotted line f indicates the endless cloth,) that prevent the cloth from sagging. This cloth is made to travel by the revolution of three rollers or drums ej h i, to either of which the moving power may be applied. The cloth is kept distended by a self- acting tightening roller, which is screwed against the hopper k ; tliis hopper receives the grain to be dried, and is provided with a shoe at l, adapted to defiver a tliin and uniform stratum of grain upon the endless cloth, while the same is made to pass under it, and over the trough. Another endless band m m, of a similar fabric to the other, passes round the drums h i only, and is likewise provided with a self-acting tightening roller, fixable to any convenient object. The lower ends of the six tubes a of the fireplace before mentioned have an open communication with a rotative blower o, by means of a broad channel pp ; and the upper ends of the tubes a also open into another broad channel q, which conducts the air into the long air-trough e The operation of this machine is as follows : A slow rotation, derived from any first mover, is to be given to either of the drums g h i, which will cause the endless cloth f to glide gradually over the top of the air-trough e ; at the same time the blower o has been put into action (by connection with the first mover) at a high velocity, so as to produce a rapid current of air, which derives an increase of temperature on passing under the heated metallic bottom of the ash-pit ; hence proceeding through the tubes a, it acquires considerable heat, which is subsequently moderated by an extensive diffusion in the air-trough e, before it passes through the meshes of the endless cloth f above, carrying with it the moisture from the grain deposited thereon. The course taken by the endless cloth is shown by arrows in the figure : upon its arriving at the drum h, the other endless eloth m m comes in contact with the grain on the cloth /, and, upon both the cloths passing round the said drum /(, the corn be- comes inclosed between the two cloths, and is thus carried up an inclined plane over the drum 1, where the cloths separate, and discharge (be grain back again into the hopper k, to undergo a repetition ol the operation, should it not be perfectly dry. But when the grain is thoroughly dried, instead of allow- # 2466. 156 KNEADING. mg it to fall back into the hopper, a shoot, or the band of a creeper, (not shown in the drawing,) is brought under the roller i, which conducts it to the required place. A very little experience in th* working of this apparatus enables a person so to regulate its operations as to complete the drying o damp grain by a single passage through it ; such as varying the velocity of the air-forcer, the quantity of fuel in the stove, the supply of air through the ash-pit, the speed of the endless cloth, Ac., the means of doing which arc so well understood by mechanics as to render a description of them unnecessary in this place. KITE. This well-known juvenile plaything has beer), applied to several objects of utility. The most important of these is the invention of Captain Dansey, for effecting a communication between a stranded ship and the shore, or, under other circumstances, where badness of weather renders the ordi- nary means impracticable. The following is an abbreviated description of the invention, extracted from the forty-first volume of the Transactions of the Society of Arts, where the subject is given more in detail, with engraved illustrations : — A sail of light canvas or holland is cut to the shape, and adapted for the application of the principles of the common flying kite, and is launched from the vessel or other point to windward of the space over which a communication is required ; and as soon as it appears to be at a sufficient distance, a very simple and efficacious mechanical apparatus is used to destroy its poise and cause its immediate descent, the kite remaining, however, still attached to the line, and moored by a small anchor with which it is equipped. The kite, during its flight, is attached to the line by two cords placed in the usual manner, which preserves its poise in the air ; and to cause it to de- scend, a messenger is employed, made of wood, with a small sail rigged to it. The line being passed through a cylindrical hole in this messenger, the wind takes it rapidly up to the kite, where, striking against a part of the apparatus, it releases the upper cord, and by that means the head of the kite be- comes reversed, and it descends with rapidity. In the experiments made by Captain Dansey, with the view of gaining communication with a lee-shore, under the supposition of no assistance being there at hand, a grapnel, consisting of four spear-shaped iron spikes, was fixed to the head of the kite, so as to moor it in its fall ; and in this emergency, the attempt of some person to get on shore along the line would be the means resorted to. In those cases where a communication has been gained, and the maintenance of a correspondence has been the object, the person to windward has attached a weight to the messenger — in some cases as much as three pounds — which, having been carried up, has of course descended with the kite ; the person to leeward has then furled the sail of the messenger, and loaded it with as much weight as the kite could lift ; then replacing the apparatus, and exposing the surface of the kite to the direct action of the wind, it has rapidly risen, the messenger running down the line to windward during its ascent. The kite with which Captain Dansey performed the greater part of his experiments extended 1100 yards of line, five-eighths of an inch in circumference, and would have extended more had it been at hand. It also extended 860 yards of line 1} inches iu circumference, and weighing 60 lbs. The holland weighed 8 \ lbs. ; the spars, one of which was armed at the head with iron spikes, for the purpose of mooring it, 6 J lbs. ; and the tail was five times its length, composed of 8 lbs. of rope and 14 lbs. of elm plank. A complete model of the apparatus was deposited with the society, who presented Captain Dansey with their gold Vulcan medal for his invention and communi- cation. KNEADING- is the process of making the stiff paste of flour and water for being afterwards baked into bread. It is usually effected by a sort of pommelling action of the hands and arms, and some- times of the feet of the bakers. A variety of machines have been at different times proposed for superseding the barbarous process we have just mentioned ; they have, however, been but very par- tially adopted, the bakers in general preferring to continue their “ good old-fashioned” dirty practice. It is said that at Geneva all the bakers of that city are compelled by law to send their dough to be kneaded at a public mill constructed for that purpose. At Genoa, also, mechanism is employed for kneading : the apparatus employed at this place has been published in several of the journals, from which it appears to be so rude and ill-contrived as not to need a description in this place. 1. The petrisseur, or mechanical bread-maker, invented by Cavallier and Co. of Paris, consists in a strong wooden trough, nearly square, with its two longest sides inclined, so as to reduce the area of the trough iu the direction of its width, and adapt it to the dimensions of a cast-iron roller, the axis of which KNITTING MACHINE. 157 passes through the ends of the trough ; the bottom of the trough is semi-cylindrical, leaving a smal. space between it and the roller, which space is adjustable by levers. All along the top of the outside of the roller is fixed a knife-edge, which, with the roller, divides the trough into two compartments. U pon the axis of the roller is a toothed wheel, which takes into a pinion ; this pinion is turned by a winch, and communicates thereby a slower motion to the roller; and the roller, by its rotation, forces the materials or dough through the narrow space before mentioned left between it and the bottom o( the trough — the knife-edge on the top of the roller preventing the dough from passing by it. Being thus all forced into one of the compai tments, the motion of the roller is reversed by turning the winch the contrary way, which then forces the dough back again through the narrow space under the roller into the first compartment ; in this manner the working of the dough, alternately from one compart- ment to the other, is continued until completed. 2. Another plan was to make the trough containing the dough revolve with a number of heavy ball? within it. The trough in this case is made in the form of a parallelopipedon — the ends being square and each of the sides a parallelogram, whose length and breadth are to each other as five to one. One side of the trough constitutes a lid, which is removed to introduce the flour and water, and the trough is divided into as many cells as there are balls introduced. The patentee states, that by the rotation of the trough the balls and dough are elevated together, and by their falling down the dough will be subjected to beating, similar to the operations of the baker’s hands. 3. Instead of employing a revolving cylinder, it is fixed, an agitator is made to revolve, having a series of rings angularly attached to an axis, extending the whole length of the trough. 4. Mr. Clayton, a baker of Nottingham, had a patent in 1830 for a machine somewhat similar to the last mentioned, inasmuch as a set of revolving agitators are employed to produce the kneading action. The agitators are longitudinal bars, fixed to arms, which radiate from the axis, and they are forced through the dough in their revolution ; but the cylinder in which they revolve, and which contains the materials, is made to revolve at the same time in a contrary direction — the motion of the latter being imparted by a short hollow axis, while the axis of the former is solid and passed through the hollow one. The solid axis, which is turned by a winch, has on it a bevelled pinion, which, by means of an intermediate bevelled wheel, actuates another bevelled pinion fixed on the hollow axis, and therefore causes it to revolve in the opposite direction. These two simultaneous and contrary motions constitute the novelty claimed by the patentee, who states , that dough-making machines similar to his own have all failed for want of such an arrangement. This statement, coming from a baker, commands attention ; but we cannot concur in its truth, since we know that the following plan of a kneading-machine works well without opposite simultaneous motions, and without any agitators or beaters, which absorb a great deal of power without producing an adequate effect. 6. Hebert’s patent kneading-machine. — In this a cylinder of from 4 to 5 feet in diameter, and only aoout 18 inches wide inside, is made to revolve upon an axis, which is fixed by a pin during the revo- lution of the cylinder. The flour is admitted by a door in the periphery, which closes air and water tight ; and the water or liquor passes through a longitudinal perforation in the axis, and thence through small holes among the flour, in quantities which are regulated externally by a cock. By the rotation of the cylinder the dough is made to be continually ascending on one side of it, whence it falls over upon the portion below. When the mixture becomes pretty intimate and uniform, its adhesive property causes it to stick to the sides of the cylinder, and the dough would then be carried round without much advancing the process, were it not for another simple contrivance. This is a knife-edge, or scraper, 18 inches long, which is fixed along the top of the cylinder in the inside, so as barely to touch its surface : the knife is fixed to two flat arms extending from the axis, and these arms have sharp edges so as to scrape the sides of the cylinder ; thus the cylinder is kept constantly clean from the sticking of the dough, which, as soon as it ascends to the top of the cylinder, (if it does not tear away of itself,) is shaved off by the knife, and falls down with great force upon the bottom ; and as this effect is constant during the motion of the cylinder, it must be evident that the process of kneading is soon completed by it- When that is done, the door of the cylinder is opened, and the contents discharged into a recipient beneath ; at which time the scraper is caused, by a winch on the axis, to make one revolution of the now fixed cylinder, which clears off' any adhering dough, and projects it through the doorway. As the dough in this machine may be said to knead itself — there being no arms, beaters, or agitators whatever — it is calculated that the power saved by it is very considerable ; while, from the simplicity of its construction, the cost is moderate. The patentee is at present engaged in combining with this kneading machine an apparatus for pre- paring carbonated water, highly charged with the gas, with which he proposes to mix up the flour to form dough, for the purpose of making the bread spongy or vesicular, without having recourse to the fermentative process ; the result of which process, under the most favorable circumstances, he considers to be detrimental to the health of those that eat the bread, (owing to the deposition of fermentable matter in the stomach,) while it is destructive of a portion of the nutriment of the flour. KNITTING MACHINE, Improved. From the specification of the inventor, J. R. Ellis, of Boston, Massachusetts, patented June 17, 1851. Fig. 2469,* denotes a front elevation of the said improved knitting machine. Fig. 2477 is a vertical and transverse section of it, the same being taken in such manner as to exhibit the yarn guide or director, the stitch hook, and the contrivance for forcing the work down towards the roots of the needles, after the formation of each new loop. Such other figures as may be necessary to a proper representation of the various parts of my improvements, will be hereafter referred to and described. The machine as improved, is not what is usually termed a stocking loom, but is more properly named a knitting machine, for the reason it forms each stitch of the work in regular succession, and not a num- ber of stitches at once, as does the stocking loom. It is a machine in character like others in use, al- Tho letters in the cut are by mistake made capitals instead of small letters. 158 KNITTING MACHINE. though it differs from the same in sundry important particulars which constitute my invention, and which I shall hereafter describe. In the drawings above mentioned, A denotes the endless chain belt of knitting-needles, which is so made that the needles a a a, d'C., instead of being arranged or made to stand horizontally, and at right angles to the vertical surface of the belt, are made to stand vertically or in the plane of the belt, as see>- at a a a a, figures 2469 and 2477. The driving pinion b, instead of being arranged within the belt as it has been in other machines of this character^ is disposed on the exterior surface of it, and works against, or with the projecting points of the belt. That part of the inner surface of the belt, which is immediately adjacent to the pinion, i supported by, and works round a stationary vertical post or guide c, (see fig. 2471, which is a vertical sec- tion of the belt and its support) that extends upwards from a horizontal arm d, which projects from the KNITTING MACHINE. 159 main frame B. The opposite end of the endless belt is supported by a straining contrivance L, which is similar to such as are in common use in such machines. The work or knitting hands within is the endless belt, instead of without it, or on the outside of it. The yarn guide or director is seen at D. It consists of a curved arm, made to extend from a hori- zontal rocker shaft f and to have a small conical and split tube y, on its outer end, through which tube the yarn is carried from the bobbin placed in any convenient position. The stitch hook is seen at E. It is arranged in rear of the chain belt of needles, and is formed as represented in side view on an enlarged scale, fig. 2472, that is to say, it is made not only with a hooked end, as seen at h, but with a shoulder i, a short distance in rear of said hooked end, the shoulder per- forming the important office of piercing or casting the loop (taken up by the hook) over the hooked point of the needle, the same having been effected in other machines of this kind, by what is usually termed the “bent finger.” By my improvement I am enabled to dispense with such bent finger, and the machinery for operating it. In order that the stitch hook may not only take up the loop, but cast it over the end of the needle and the yarn laid on the needle by the yarn director, and this to form or make a new stitch, the hook should have the following movements imparted to it. First, it should be made to 2 GO KNITTING MACHINE. pass into the groove of the needle, and under the stitch on the needle. Next, it should be made to rise upwards so as to carry the stitch up to the hooked end of the needle. Next, it should be moved late- rally far enough to be opposite the space between the needle (first operated upon) and the next needle. Next, it should be moved forwards between the two needles and so as to cause the shoulder i, to press or force, or cast the stitch over the hooked end of the needle. The stitch hook should next be drawn backwards, and depressed so as to disengage it from the stitch. The movements of the stitch hook may be produced by various kinds of combinations of mechanism. No such machinery forms any part of my invention, and I lay claim to none in particular, but employ such as may be suitable : that adopted by me is as follows, viz : 2478 2477 The stitch hook E, is fastened to the lower end of a bar o', which works or slides freely up and down through a piece of metal b', and is jointed by a joint screw c', to a connecting rod d ', on whose upper end is a strap^/", passing around an eccentric g\ fixed on the main driving shaft A', of the machine. The upward and downward movements of the stitch hook are effected by such eccentric during its en- tire revolution. In order to produce its forward and back movements, a lever i', working on a fulcrum Jc\ is jointed at its lower end to the rear end of the piece of metal b'. The upper end or arm of the said lever rests against a cam t', fixed on the driving shaft (see fig. 2473,) which denotes a top view of the said shaft, and the cams applied to it. See also figures 2474 and 2475, the former of which is a side view of the said cam, and the wing cam to be hereinafter described, while the latter is a top view of the same, made so as to show the form of the wing cam. During the revolution of the cam the lever i' will be moved forwards and backwards by the action of the said cam and a spring m , made to bear against the rear side of the said lever. The small wing cam n ' , placed on the side of, or to project above the cam l', serves to press the upper end of the lever i laterally, in order to produce the lateral motion of the stitch hook. A spring o', (see fig. 2473,) presses the end of the lever i, against such wing cam. Both the stitch hook and the yarn guide, are arranged between the arms of the presser, which presser consists of two arms, k , l, extended at right angles from a horizontal rocker shaft m, and long enough to play between the needles. These arms should be made to operate so as to press the work down to the roots of the needles, after the formation of each stitch; they should next be raised upwards far enough to allow of the movement of the chain belt, which having taken place, they should be depressed so as to hold the work down until the stitch hook has fairly hooked under or taken up the stitch on the nee- dle, against which it may be acting. The presser should next be elevated with the stitch hook, so as to allow the work -to rise. While the stitch hook is casting the stitch or loop over the hook of the needle, the presser should be stationary, but as soon as this has been effected, and the hook has withdrawn itself from the stitch, the presser should be depressed so as to force the work down to the roots of the needles. Such movements may be attained by any suitable machinery applied to the rocker shaft of the presser, such mechanism constituting no part of my invention; — but that which I employ may be thus described: — Fig. 2476 is a front elevation of the machine as it appears when its front plate p', and the endless chain A, are removed from the re- KNIVES. 16 j mainder of the mechanism. Fig. 2470 is a vertical cross section of the machine; the same being ta- ken looking towards the left through the cam, which operates the presser. From the shaft m of the presser, an arm q' extends towards the front, and is joined at its outer end to an upright and bent bar r', whose upper end is forced upwards against the cam s', by means of a spring t' , one end of which is attached to the bar r , and the other to the frame or box B, as seen in figs. 2476 and 2470. The cam s' is fixed on the driving shaft, and during its revolution, it, in conjunc- tion with the spring t' , produces the rocker motions of the shaft m , such as will cause the presser to op- erate in the manner required. Directly after each movement of the chain belt, the yarn guide or director D, should be moved for- ward beyond the back needles, so as to lay the yarn on that needle on which the new stitch is to be made. After the stitch lias been formed, the yarn guide should be retrograded and carried back of the needles, in order that the chain belt may perform its next movement without obstruction. The mechan- ism for operating the yarn guide or director D, consists of a cam u', fixed on a driving shaft, a slide rod or bar v', (whose lower end is jointed or hinged to the outer end of an arm w', extended from the shaft f) and a spring x', which forces the bar v' up against the cam — the said cam being shown in fig. 2470 by dotted lines. The machinery for moving the chain belt forms no part of my invention, except so far as the arrange- ment of the gear or pinion B and the joints x x x, &c., of the chain belt is concerned. On the main driving shaft, there is another cam a 2 , which operates against the upper end of a lever b 2 , which turns upon a fulcrum e 2 . See fig. 2478, which is a transverse section of the machine, taken through such cam, and looking towards the right, serves to show the machinery actuated by it. A spring d 2 , is used to draw the upper end of the lever against the cam. The lower end of the lever is bent at right angles, or horizontally, and has two impelling pawls e 2 y 2 , jointed to it, and made to extend forwards, and re- spectively to act in concert with two ratchet wheels y 2 7i 2 , fixed upon the upright shaft P, of the pinion b which works the chain belt. These ratchet wheels and pawls are seen in fig. 2477 and 2479, the latter figure being a horizontal section of the machine, taken just above the pawls, and so as to exhibit them. The teeth of one of the ratchet wheels are arranged in a direction opposite to those of the other, in or- der that when its pawl is in action with it, a motion of the shaft * 2 , may be produced in a direction the reverse of that effected by the movements of the other pawl and its wheel. By the movement of either pawl an intermittent rotary motion of the shaft P will take place. The two pawls pass respectively through slots TP P, made in a vertical stationary plate m ? ; (see fig. 2480,) which is a front view of the plate rrP, and the shifting contrivance attached to it. Such shifting contrivance is a slide n 3 , which is capable of being moved longitudinally, and has a projection o 2 extend- ing down between the two pawls. When the slide is moved in one direction, it bears against one of the pawls, and throws it out of action upon its ratchet wheel, and at the same time, in consequence of the two pawls being connected by a spring p 2 , it draws the other pawl against the other ratchet wheel, thereby creating a reverse motion of the shaft P. The object of the two pawls is to enable the move- ment of the endless belt A to be reversed, so as to cause the knitting to be produced in an opposite di- rection ; one pawl, however, is sufficient to produce the movement necessary to knit in one direction. The shaft f which carries the yarn director D, is made to slide longitudinally in its bearings, and is connected into the slide ri 1 , by a lever is a band which, from the drum, passes over a pulley E, and drives its rotary cutter- wheel F F. This cutter-wheel is fixed on an axis in a small sliding-frame which moves from one end to the other of the lathe by a cord N winding upon a spindle lying across the ma- chine, which cannot therefore bo seen, but which is driven by the large pulley K, thus giving it a requisite slow motion. H is the pattern axe-helve, and G the rough material to be cut exactly like H. The pattern and rough material are placed in the lathe, represented by the upright frame, and sustained by spindles. On the back part of the machine there is a curious but beautiful sliding-rest, which is the subject of a patent in itself. It moves along after the cutter-wheel, and has two plane faces on which the pattern and cut helve rest. The pattern and helve roll upon the planes, while the rest has a rock- ing motion which accommodates itself to all the uneven turning of the patterns, &c., as they revolve. For turning long articles, this rest is a beautiful and positively necessary part of the machine. To turn a facsimile of any pattern it will at once be evident to every mechanic, that if a pattern be placed A 182 LATHE. a lathe, and the material to be turned be placed with its axis of rotation similar to that of the pattern, and if a guide pressing on the pattern directs a wheel with cutters to operate on the rough material over a surface like the pattern as guided, a perfect representation of the pattern will be produced on what was the rough material — simply by the cutters chipping away all the rough material outside ol the axis of direction — in other words, all the wood on the rough material outside of the pattern. This is the principle upon which this machine is constructed. The cutter-frame slides from one end to the other of the pattern ; and the small guide seen on the framo pressing on the pattern, makes the cutters chip away all the rough material outside of the pattern on G, as tho cutter-frame moves from end to end of the lathe. The cutter-wheel has three motions — a rotary, a horizontal, and an eccentric motion 2306. The pattern and rough material revolve in the lathe. This is done by three pinions on the right, moveu by the pulley seen above K. The speed of the spindles in the lathe is regulated by a very excellent arrangement of a small gang of pulleys and straps, seen on the right at the end of the machine. These pulleys are operated by a lever L, and they are so arranged that a slower motion is communicated to the spindles when the thicker part of the pattern is to be turned, or such a part as an oar-blade. The cutter-frame moves along from one end to the other of the lathe upon a rail, and it is pressed out and in according to the shape of the pattern, by the upper guide ; and the cutter-wheel being directed in the same manner, thus cuts the pattern on the rough material. The strap D is retained in its proper place by a grooved pulley on the cutter-frame, and the whole kept firm and enug to the work to be turned. LATHE, SMALL ENGINE. Fig. 2507, side elevation. Fig. 2508, end elevation. S is the bed-piece and head-stock, cast in one piece. B, spindle which runs in gun-metal boxes. C, cone-pulleys on live spindle. D, upper cone-pulleys for driving feed-shaft. D', lower cone-pulley for driving feed-shaft. It runs loose on a stud, and has a pinion on inner end to drive the two worms. E, worms — one right, the other left — which drive the two worm-wheels so as to feed towards the right or left, as the operator may wish. On the worm-geer shaft there is a pinion driving a geer on the shaft above, which has a chain-pinion, around which an endless chain passes, attached to the rest. A is a hand-wheel for moving rest by hand. There is a pinion on the other end of the hand-wheel shaft geering into a rack K on the side of the bed, as shown in Fig. 2507. F is the tool-holder. J, top part of the rest which slides crosswise of the bed by means of the crank and screw. l, square spindle, which is moved by hand-wheel Y, and screw inside of shell G. It is held firm ia its place by the handle-nut H. a, thumb screw for raising rest. m, step-screw. b, thumb-screw for adjusting tool in rest. This lathe will swing 1 6 inches over the sills and 7 inches over the rest 2507 V LATHE. 183 •cos 184 LATHE. LATHE. 185 LATHE, BORING AND REAMING. Figs. 2509 and 2510. I, the main bed-piece, supported by two cast-iron standards. I), bead-stock, ■which carries the spindle and cone-pulleys A. G, sliding-frame that supports rest P. This frame is traversed backward and forward by means oi the hand-wheel R, which has a pinion on the other end geering into the rack G on side of the bed, (seen in Fig. 2509,) and is held down by the plates N, which hook under the slides S, and is secured bv means of the nuts with handle H, one on each side. C510. 0, face-plate on livo spindle, to which tha work is fastened by bolts when drilling or reaming. F, tail-stock, with a traversing spindle, worked by the hand-wheel M, which turns a screw inside o 1 spindle in the usual way, for pressing in the drill* or reamers, &c. L, hand-wheel on a screw for setting thn tail -stock so as ta make a tapering hole. A, cone-pulleys on spindle. U, geer on spindle. b, pinion on spindle, playing into geer B. B, geer on back shaft for reducing motion of spindle and increasing the power — same as is common in geered head-lathes. K, handle for throwing the back geer-shaft out of or into geer. This machine will bore out a hole 3 inches diameter in a wheel 3 feet diameter LATHE, ENGINE. Figs. 2511, 2512, 2513. Will swing 50 inches in diameter over the ways, and 32 inches in diameter over the rest. Fig. 2511 is a side elevation of the engine. Fig. 2512 is an end elevation. Fig. 2513 is a side elevation of the tail-stock. P represents the bed-piece which supports the head and tail stocks and rest. C is the head-stock in which the live spindle runs ; it is made in a saddle form, and very heavy ; bolted to bed-piece by six bolts. B B' are the geers by which the motion of the spindle is reduced and the power increased. 186 LATHE. D D' are small cone-pulleys for driving the long feed-screw, which is on the inside of the bed-piece, and not shown in the drawing. O, geer on end of feed-screw, driven by a pinion on the hub of the lower feed-cone D'. A, cone-pulleys on spindle of cast-iron. F, face-plate with geer B attached to the back side. K, tool-holder, which slides upon a swivel-post S, that can be set at any angle and fastened by the lever and screw It to the block N, which slides crosswise of the bed-piece by means of the crank and screw with a balance bolt seen in Fig. 2511, and at N' in Fig. 2512. G is a hand-wheel for traversing the rest by handcraft. This wheel runs on a stud, with a pinion on its hub which works into the geer H. H is placed on the end of a short shaft with a pinion h on the other end, geering into the rack I attached to the side of the bed. T is the main sliding-saddle or plate for the rest ; it is very heavy, and permanently fitted to the slides and hooked down by pieces J, and is well adapted to fastening on heavy work for boring, &c. M, lever for changing the direction of the feed. U, handle for stopping and starting feed. L is the lower part of tail-stock, w'hich is notched on to the slides or ways of the bed-piece. Q, upper part of the tail-stock, which is made to slide crosswise for tapering work, in the usual way LATHE. 1S7 2512. ' 2511 . LATHE. LATHE. LATHE. 180 LATHE, LARGE BORING AND REAMING. A very convenient and useful tool for boring and reaming locomotive and car -wheels, pulleys, geers, &c., &c. It -will turn out a hole straight or tapering, and spline the same, -without removing it from the chuck. It is adapted to turning or drilling out holes, or boring, by using the shell boring-tool ; all self-feeding. Fig. 2514 is a side elevation. Fig. 2515, end elevation, looking towards the face-plate. A, cone-pulley of cast-iron which runs on the live spindle. The spindle has strong journals, running in gun-metal boxes. A', geer on face-plate. B, geer on front shaft. o, shaft, thrown out of and into geer by eccentrics. C, face-plate, to which the work is fastened by means of bolts. D, upper cone for driving the feed motion. D', lower cone on the splined shaft which passes through the centre of bed-piece, giving motion to the rack I, which can be connected with the spindle J, by the screw on top. 2515. F, head-stock in which the live spindle rests. G, swivel-post on which the tool-holder slides, g, bed-piece on which G stands. G', rest, with jaws, for using flat drills and reamers, adjusted by the screw on top. H, upper part of tail-stock, inside of which is the feeding apparatus. This piece rests upon a sliding- plate that is traversed crosswise by the screw L. S, worm which geers into a segment on side of tail-stock for giving the proper angle when a hole is to be turned out tapering. K, crank, with a bevel pinion on the inside end of its shaft, geering into a large bevel-wheel that has an internal screw cut through its hub for fastening down tail-stock to the bed. M, stand cast on the side of the lower piece of tail-stock, carrying a shaft and pinion geering into a rack on side of bed-piece, for the purpose of moving tail-stock by hand. M', pinion, geering into rack. N, rack on side of bed-piece. O, bed-piece, cast with cross-pieces and made very strong. This lathe will admit a wheel 5J feet in diameter, and is adapted to turning off the rims of pulleys, »nd for surface turning generally. These engines (pp. 166 to 172) are from the Lowell Machine Shop 190 LATHE. LATHE, FOR GUN BORING, TURNING, AND PLANING, arranged for the Ordnance Depart ment, U. S. Navy Yard, Washington, by ffi. M. Ellis, Engineer. Figs. 2516 to 2522. Fig. 2519. c, rest for supporting the muzzle of the gun ■while boring. d, pulley, -with belt motion above, for drawing boring-bar. When boring, the turning mandrel is taken out and the boring-bar put in its place; the back head ,« forced up by feed-screws in the same manner as slide-rest for turning. Fig. 2518. C, planing-head and tool-holder, bolted on slide-rest of lathe in place of tool-holder foe turning. h, slide of tool-holder. i', cogged sector working in rack on bottom of drill of tool-holder. i, shifting crank to convey motion to sector. E, ratchet-wheel on main mandril of lathe, to give motion to gun on the centres while planing be- tween the trunnions. D, eccentric connection to give motion to feed-hand. B, bevel-geer to work planing-head and feed-hand. A, pulleys on bevel pinion-shaft. Fig. 2516. Back (sliding) head for turning or boring. k, lever for throwing head out of geer. l, feed-screw. n, gibs. Fig. 2520. h, lever for throwing slide-rest out of geer. f, feed-screw. m, half-rest for feed-screw. n n, gibs on slide-rest. Fig. 2521. d, pulley for drawing boring-bar. e, ratchet-wheel. f lever on ratchet-wheel, for boring. Fig. 2517. c, planing-head for planing between trunnions. h , tool-holder. Fig. 2522. Standing-head. b, feed-geer, (same in Fig. 2519.) t7, handle for changing feed-geer. 2518 LA'flIE. 191 ■CISC LATHE. 192 LATHE. 193 LATHE, SMALL SELF-ACTING AND SCREW-CUTTING, by Charles Walton, Leeds, Eng Fig 2523 is a general side elevation of the lathe, and Fig. 2524 is a plan corresponding. Fig. 2525 is an end elevation showing the geering. Fig. 2526 is a transverse section taken between the fast-head and the slide-rest, showing the lattei in elevation, as also the arrangement of the geering for traversing the same. Figs. 2527, 2528, 2529, 2530, show details of the geering for working the slide-rest. Fig. 2231 is an elevation of the top cone and driving pulleys : these consist of two sets, the smaller *et being used for reversing the motion of the saddle when the lathe is employed in screw-cutting, and the larger^when the tool is in action, and a slower motion consequently necessary. 194 LATHE. Fig. 2532 is a section through the driving-cone on the lathe-spindle. Fig. 2533 is a front view of the chuck. Fig. 2534 is a side elevation of the same ; and Fig. 2535 a vertical section in the plane of the lathe-spindle. These figures exhibit in full detail the several parts of a very efficient, and, in many respects, conve ment self-acting and screw-cutting lathe. The machine is carried upon three standards marked A, and of which the general forms are shown in Figs. 2525 and 2526. These standards are planed on their upper surfaces to afford a solid rest for the bed BB, the upper surface of which is also planed. The exterior edges of the bed are bevelled in the usual way, as a means of retaining the saddle-plate L L of the slide-rest, as shown in the cross- section, Fig. 2526. The fast-head C C is fastened to the bed by means of bolts : it carries the main spindle D, upon which is the driving-cone a, a section of which, showing its relation to the spur-wheel e and pinion b, is the subject of Fig. 2532. The cone is as usual loose upon the spindle, and cau be attached at pleasure to the wheel e, which is fast upon the spindle, when it is necessary to throw the back-speed shaft E out of geer. This is effected by the hand-rail G, which connects the two levers commanding the bearings of the shaft in the two standards of the fast-head, a method commonly adopted when the arrangement of the geering does not conveniently admit of the shaft being shifted longitudinally. The motion of the leading-screw FT is derived from the cone-spindle through the train of wheels v w x y z, in screw-cutting ; and in plain work the parallel motion of the tool is obtained through the train v a' e' c, and the band-pulleys b' and c', to the traverse-spindle f'f, which, by means of the worm " spindle, the numbers of teeth being respectively 51 and 66, the ratio of the speed is 1 to T3 nearly. 2545 . The action of the machine in ordinary parallel turning is the same as in any common lathe. The mode of obtaining a self-acting longitudinal motion of the tool-carrier is by a stellar-plate fixed upon the end of the screw r, and which is worked by an arm bolted to the face-plate or to the object which is being turned, so as to come in contact with the plate, and cause it to advance one tooth at each revolution. Application of this lathe to the boring of cylinders . — When the machine is to be used as a boring- mill, the slide-rest and shifting head-stock are removed, and a boring- bar is substituted ; one end being supported by a standard fixed upon the bed-plate. Literal References. A A, the bed-plate of the machine. B B, the fixed head-stock, bolted to the bed-plate. C, the driving cone-spindle. D E, the second motion shafts. F, the main spindle carrying the face-plate G. a, the driving cone-pulley with five speeds. b, a wheel of 51 teeth working into c, a wheel of 66 teeth on the main spindle. d, a wheel of 51 teeth working into e, an equal sized wheel on the second motion shaft D. //'.pinions of 13 teeth on the shafts D and E, working into g, the internal wheel of 119 teeth attached to the face-plate. h, a pinion of 15 teeth working into j, a wheel of 78 teeth upon the second motion shaft E. k k', catches for retaining the shafts D and E when put in or out of geer. 1 1, stay-rods for strengthening the fixed head- stock. H, the shifting head-stock. jw, a screw-spindle with hand-wheel for adjusting the centre in the shifting head-stock. n, a pinching-screw for fixing the centre when ad- justed. o, a spindle for moving the shifting head-stock longitudinally. p, a transverse shaft forming part of the mechan- ism by which the shifting head-stock is moved. h' h', hooked bolts for filing the shifting head stock. J, the saddle-plate, forming a support for Iv, a bracket for carrying the slide-rest. L, the longitudinal carriage of the slide-rest. 200 LATHE. M, the toothed rack, fixed to the bed-plate for the purpose of moving the slide-rest and shifting head-stock. q , a shaft carrying a pinion which works into the rack M, for moving the slide-rest longitudi- nally. r, longitudinal screw of the slide-rest. s, transverse screw of do. 1 1, clamps for fixing the tool upon the slide-rest u, screw for fixing the slide-rest. v v, screws for fixing the saddle-plate. LATHE, BORING MILL AND LARGE TURNING LATHE. This is an indispensable tool in works where engines of a large class are constructed. The plates exhibit a side elevation and plan, with the parts marked by the same letters of reference. A, the boring-bar, having a recess in it to receive the feeding-screw ; see Fig. 2547. C C and D D, brackets for carrying bar. B, bed-plate for fixing the work by T-headed bolts, passing through the longitudinal slots cast in it. E, Fig. 2547, boring-block, fitting accurately on the bar ; it is moved along it by the feed-screw working into the nut v, inserted into the boring-block. H, main spindle carrying the driving cone-pulleys. G, the face-plate for fixing the work to be turned. S, Fig. 2548, a cylinder undergoing the process of boring. t, bars for fixing the cylinder to the bed-plate. y, a coupling bolted to the face-plate for the purpose of driving the boring-bar. a, pinion fast to driving cone-pulleys and to the boss on the spindle H. b, wheel fast on the shaft o, and geering with the pinion a. c, pinion driving the wheel d, but which may be slid along the shaft on a sunk feather towards g, so as to be clear of d when required. g, wheel fast on the shaft o. h, wheel which geers with the wheel g, when required. c, wheel on the shaft p, which geers with that marked b, on the shaft o. k, internal wheel fast on the back of the face-plate G. i, pinion fast on the shaft p, and geering with the internal wheel Jc, to communicate motion to the face-plate. ss, planed rails for the brackets C and D, or other supports that may be used to carry lathe-heads. w, x, boring-rings ; the internal ring w is usually bored to fit E, and allowed to remain on the boring- block, the larger ones being keyed on it. The ring x, suited to bore the cylinder s s, has 24 slots in its circumference ; 12 of these receive the cutters, which are adjusted and fixed by small wedges ; some- times they are bedded on paper. The other slots are fitted with pieces of hard wood driven tightly into them to form a general guiding surface. I, wheel loose on the boring-bar, and having external and internal teeth. The internal teeth geer with those of a pinion on the end of the feed-screw ; see Fig. 2549. m, wheel fast on the boring-bar, and having the same number of teeth as the wheel l, (64.) n, q , wheels fast on the small shaft u, and geering with m and l. The wheel q has one tooth less than n, (35 and 36,) so that one turn of the wheels n and q advances the wheel l one tooth on the bar, and (the internal wheel having the same number of teeth as the external) produces a motion of one tooth of the screw-pinion. The screw being -J- inch pitch, and the piston 16 teeth, the feed motion of 5* ** *03125 X 64 the boring-block will be — = '03125 inch for each turn of the wheels n and q, or = .0571 b 16 1 35 inch during one turn of the boring-bar. The following table exhibits the various speeds of which the boring-bar is susceptible. Turns per minute. Turns per minute. 1 •333 X 3 = 1 13 4-839 o •416 14 6-049 3 •520 15 7-561 4 •650 y/ -650 x 3 = 1-4 16 9-451 5 •812 y/ -812 X 3 = 1-56 17 11-814 6 1015 18 14-767 7 1-269 19 18-457 8 1-586 20 23-079 9 1-982 1-982 X 3 = 5-946 21 28-842 in 2-478 22 36-053 1 1 3-077 23 45-066 12 3-871 24 56-333 The speeds increase as 1 to 1$, so that any speed within the range may be procured to within § of 84 that required ; that is, the boring speed being 7 feet per minute, the greatest deviation will be — = 10 J inches per minute. The cone-pulleys of the machine are driven by a similar set of cone-pulleys on an intermediate shaft. This shaft is again driven from the main shaft by pulleys of the following relative diameters : 3 feet. I § in. | 22i in. | 3 feet. | The diameters of these pulleys are to each other as the first to the fifth speed of the bar, so that the smaller is to the larger pulley as ■J ZZZ : i/812 = 1 : T56. The increase of speed from the largest LATHE. 201 LATHE. 202 f I i LATHE. 203 to the smallest pulley on the spindle H is as the first to the fourth speed, and the diameters of the pulleys are v/’333 : ^/'650 = 19 : 2GJ. The first eight speeds are obtained with the wheels d and c, the second eight with the wheels b and f, and the third eight by geering g and h, disengaging e and c, and taking the pinion i out of geer with the large internal wheel on the face-plate by shifting the shaft p towards the shaft o. Driving Wheels, a, .. b, .. c, . e , .. d, .. 9,-- A,. i, .. A,., Numbers of Teeth in Wheels. Feed Wheels. No. of Teeth. /, external, 64 l, internal, 64 m 64 n, 36 q , 35 Pinion on traverse ) , „ r it No. of Teeth. 24 52 40 14 64 34 40 15 144 The speeds produced by the wheels e d and b c are to each other as the first to the ninth speed of the chuck ; therefore, 64 X 52 -r- 14 X 40 = 5'94 nearly. The boring speed being about 7 feet per minute, the slowest speed, viz., § of a revolution per minute, would 84 X 3 cut a cylinder of 80 inches diameter = 80. All J ■ 3T416 the cylinder boring speeds are in the first eight of the table, the others are for turning and polishing heavy articles, such as large cylinder covers. Another modification of the boring-lathe is seen in the vertical boring-mill of J. P. Morris & Co., of Philadelphia. A modification of the reaming and boring-lathe may be seen in the vertical boring-mill built in the Washing- ton Navy Yard, under the direction of Wm. M. Ellis. This is essentially the same as the boring-mill of J. P. Morris tk Co., of Philadelphia. Pig. 2551, elevation of the mill. A, crane for lifting the work. B, driver of boxing-shaft. C, skeleton-frame to support cylinder. D, frame to support upper end of cylinder. E, horizontal chucking-plate. F, cone of pulleys. a, feed-geering for boring-head. Fig. 2552, section. E, chucking-plate. F, cone of pulleys. a, horizontal shaft transferring mo- tion by bevel-pinion to upright shaft b, which drives the chucking-plate by a pinion. c, small shaft for feed motion to slide- rest. d, grooved pulleys for feed motion to the same. e, expansion connection with univer- sal joints at each end to convey motion of worm and rack to upright man- drel L f brace to support counterbalance geering g. h, cone supporting counterbalance. i. hexagon mandrel counterbalance. Fig. 2554. G, cast-iron frame to sup- port upper end of boring-shaft. Fig. 2555 shows the stand or bed indicated by letter C, Fig. 2551, on which the cylinder rests which is to be bored out. Fig. 2556 shows a guide, indicated by D, Fig. 2551, which is placed upon top oi cylinder, and serves as guide for bor- ing-bar. The boring-bar is then con- nected to the revolving-plate, as shown : ! ii t 204 LATHE. in B and E, Fig. 2551, and turns with it. The boring-head which holds the cutters is shown at G, and it connected with two screws nearly the whole length of boring-bar, set in grooves and moving with the bar and shown by dotted lines, which screws regulate the descent or feed, as it is termed, of the boring-head On the upper end of the boring-bar shown at a, Fig. 2552, is placed the geer by which the proper mo- tion is given to the feeding-screws. On the end of each feeding-screw is placed a small pinion, which peers into the inner teeth of a wheel which is loose on the top of boring-bar, and of course does not turn 2553. with it. This wheel has teeth on the inner and outer sides of its periphery ; the outer teeth geer into one of a set of two wheels which turn together, and are placed on a fixed pivot, independent of the boring-bar. The upper wheel of this set geers into the upper wheel a, which is keyed to the boring- LATHE. 205 bar, and of course turns with it. The amount of feed, or the advance of the feeding-screw, is due to the difference of the velocities which are given to the wheels a and m. This difference of the velocities of these two wheels may be varied by varying the diameter of the wheels a and m. The geering shown above the top of the boring-bar is for hoisting up the boring-bar, when the ma- cnine is to be used for planing a flat, or taming a cylindrical or conical surface. The machine, aa trranged for this purpose, is shown in Fig. 2552. 2558. The cutting-tool is attached to the bar i, in which a rack is cut, into the teeth of which a pinion geers, which pinion is moved by a perpetual screw on the bar ; by this arrangement the vertical motion is given to the tool. The method of producing the lateral motion of the tool by the screw h is shown by the figure, and does not need explanation. Fig. 2557, H, cross-bar and bearing for upper end of shaft of chuck-plate. 20G LAP AND LEAD OF THE SLIDE -VALVE. 2559. LAP AND LEAD OF THE SLIDE-VALVE. The slide-valve is that part of a steam-engins which causes the motion of the piston to be reciprocating. It is made to slide upon a smooth surface, called the cylinder face, in which there are three openings to as many pipes or passages : two for the admission of steam to the cylinder, above and below the piston, alternately ; while the use of the third is to convey away the waste steam. The first two are, therefore, termed the induction or steam ports, and the remaining one the eduction or exhaustion port. The slide is inclosed in a steam-tight case, called the slide-jacket; and motion is communicated to it by means of a rod working through a stuffing-box. The steam from the boilet f.rst enters the jacket, and thence passes into the cylinder, through either steam port, according to the position of the slide, which is so contrived that steam cannot pass from the jacket to the cylinder through both steam ports at the same time, or through the eduction port at any time. Case 1. — When a Slide has neither Lead nor Lap . — Fig. 2559 represents the cylinder face for a “ Mur- ray slide” without lap ; a and b being the induction ports, and c the eduction. Figs. 2560, 2561, and 2562, are similar sections of the nosle, showing the slide in its central and two extreme positions. It occupies the mid-position, Fig. 2560, when the piston is at either extremity of its stroke ; the extreme position, Fig. 2561, when the piston is at half stroke in its descent ; and that shown in Fie. 2562, when the piston is at half-stroke in its ascent. When a slide has no lap, the width of its facing, at/ and j, Fig. 2560, equals that of the steam ports ; the lap being any additional width 'whereby those ports are overlapped. That the waste steam may have unobstructed egress, the ex- haustion port c must be made of no less width than the steam ports ; and, for the same reason, the bars d and e should correspond with the slide face at / and g. The three ports, together with the bars be- tween and beyond them, are therefore drawn of equal width ; the total length of the slide being equal to the distance between the steam sides of the steam ports. The distance through which the slide moves, in passing from one extreme position to the other, is called its travel ; which, in this case, equals twice the port. When the motion of a slide is produced by means of an eccentric, keyed to the crank-shaft and re- volving with it, the relative positions of the piston and slide depend upon the relative positions of tha crank and eccentric. ra d L_l_] Demonstration. 2503. Let ab, Fig. 2563, represent the crank; then b being the crank-pin, and a the centre of motion, the larger circle represents the orbit of the crank, and its diame- ter b c the stroke of the piston. Supposing the cylinder to be an upright one, hav- ing the crank-shaft immediately above or below it, the connection between the pis- ton-rod and crank being merely a connecting-rod, without the intervention of a beam, it is evident that when the position of the crank is a b, the piston will be at the top of the cylinder, and at the bottom when its position is a c. The relative po- sitions of the crank and piston, at any point of the stroke between the two extremes, depend upon the length of the connecting-rod : for the present, however, let us sup- pose the connecting-rod to be of infinite length, and therefore always acting upon the crank in parallel lines, so that when the crank is at d, e will be the apparent position of the piston, and /the same when the crank is at g ; the piston being represented by the sine of the arc described by the crank from either of the points b and c, in the direction of the arrow. 'The diameter h i, of the inner circle of the figure, represents the travel of the slide, and its radius the eccentricity of the eccentric ; or, regarding the eccentric as a crank, the radius may be said to rep- resent that crank, as a b represents the main crank. The travel of a slide, without lap, being equal to twice the port, the two steam ports are represented by the spaces a h and a i, but transposed, a i being the passage to the top of the cylinder, and a h that to the bottom. Supposing the piston to be at b, (the top of the cylinder,) the position of the slide will be that shown in Fig. 2560, the direction of its motion being downward, so that the port a. Fig. 2560, or a i in Fig. 2563, may be gradually opened for the admission of steam above the piston, until the pi: ton has arrived at half-stroke, when it will be fully open, as shown in Fig. 2561. The direction of th ) slide’s motion is then reversed, so that when the piston has completed its descent, the port b, Figs 2559 to 2562, or ah in the diagram, will begin to open for the admission of steam beneath it, and exhaustion will commence from above it through the port a, or a i, and exhaustion port c, the slide beii g again brought into its central position, Fig. 2560. Now the slide being at half-stroke, when the piston is at either extremity of its stroke, if wo make a b the position of the crank, a k will be that of the eccentric ; and the axis of the crank being likewise that of the eccentric, they must necessarily revolve in equal times, and always at the same distance apart ; therefore, when the crank has reached the point d (supposing it to move in the direction of the arrow) the eccentric will have advanced to I, and e d and l m represent the positions of the piston and slide respectively; showing, that when the piston has descended to e, the steam port ai , Fig. 2563, or a, Figs. 2559 to 2562, will be open to the extent am. Again, when the crank is at n, and the piston consequently at half-stroke, a i will be the position of the eccentric, the port a i being fully open, and the slide occupying the extreme position shown in Fig. 2561. The direction of the slide’s motion is now reversed, and the port is again gradually covered by the slide face until the positions of the crank and eccentric are ac and ao, when the piston will have completed its descent, and the port ai will be com- pletely closed, the slide being again brought into its central position, Fig. 2560. The opposite stearr LAP AND LEAD OF THE SLIDE-VALVE. 207 port a h now begins to open for the admission of steam, and the direction of the piston’s motion is re- versed ; the port continues to open until the crank and eccentric reach the points p and h, when the piston will again be at half-stroke, and the slide in its extreme position, Fig. 2562. Meanwhile, exhaus- tion from above the piston has been taking place, to the same extent, through the port a i. Finally, the piston having completed its ascent, the slide again occupies its original position, Fig. 2560, and, its course being downward, steam is again admitted into the cylinder, through the port a ; the piston then begins to descend, and, at the same instant, exhaustion ceases from above, and commences from below it, through the port b. It is sometimes urged against the use of the eccentric, as a means of actuating the slide, that the steam ports are opened and closed too slowly ; but it must be remembered that the piston does not move at a uniform velocity, as the crank does ; for example, while the crank describes the arc b d, the piston descends only from b to e, the versed sine of that arc ; and its velocity is gradually increased as it approaches the middle of its stroke, where it is greatest, being equal to that of the crank. Again, as the piston approaches the end of its stroke, its velocity is diminished in the same ratio as that in which it had previously increased, until the completion of its stroke, where it remains stationary during the small space of time in which the direction of its motion is reversed. Now, it must be obvious that less steam is required to impel the piston at a slow rate than at a rapid one ; and a glance at Fig. 2363 shows that the steam admitted into the cylinder, when the slide is actu- ated by an eccentric, is at all times proportioned to the velocity of the piston, the port being least open when the piston is near the end of its stroke, and fully open when it is at half-stroke. When an eccentric, instead of being set, as in the preceding case, so that the steam port shall only begin to open when the piston commences its stroke, is so placed that the port shall be open to some extent prior to the commencement of the stroke, the width of that opening is termed The Lead. — The non-use of lead is disadvantageous, chiefly because at the commencement of every stroke, the steam has to contend with the whole force of that which had impelled the piston during its previous stroke. But besides obviating that disadvantage, the lead is of essential service in locomotive engines, “where it is found necessary to let the steam on to the opposite side of the piston before the end of its stroke, in order to bring it up gradually to a stop, and diminish the violent jerk that is caused by its motion being changed so very rapidly as five times in a second. The steam let into the end of a cylinder before the piston arrives at it, acts as a spring cushion to assist in changing its motion ; and if it were not applied, the piston could not be kept tight upon the piston-rod.” Case 2. — When a slide has lead without lap. — Let a b, Fig. 2564, represent the stroke of the piston ; c d the travel of the slide ; and ef the lead; then, supposing the piston to be at the top of the cylinder, ea is the position of the crank, and eg that of the eccentric. Following the course of the crank, in the direction of the arrow, we find tire port e d fully open, not, as in the former case, when the piston is at half-stroke, but when it has descended to the point k, — the arc a i, described by the crank, being equal to the arc g d, described by the eccentric. Again, we find the port reclosed when the piston has descended to i', at which point exhaustion commences from above the piston through e d, and steam enters belov it through e c, for the return stroke, at the commencement of which the port e c is open to the extent e l (equal to cf) for the admission of steam, while e d is open to the same extent for exhaustion. It is to be remarked, that the amount of lead is necessarily very limited in prac- tice, its tendency being to arrest the progress of the piston before the completion of its stroke. Tho greatest possible amount of lead equals half the travel of the slide. The eccentric would in that case be set diametrically opposite to its first position, which would have the effect of reversing the direction of the piston’s motion. In the case of a slide having lead without lap, the distance of a piston from the end of its stroke, when the lead produces its effect, is proportional to the lead as the versed sine of an arc is to its sine, supposing the radii of the crank and eccentric to be equal. Demonstration. Let a b, Fig. 2565, represent both the travel of the slide and the piston’s stroke; 2565. then c a and c b represent the steam ports. And let c d represent the lead ; then c a and ce represent the crank and eccentric, the piston being at the top of the cylinder. Now, steam will enter the cylinder, below the piston, when the eccentric is at f and the crank at g ; for the arcs a eg, and c bf are equal. Again, the arc g b is equal to h e ; therefore, i g is equal to k e, and i b to k h. Now, k e is the sine of the arc li e, and k h (equal to i b) is its versed sine : hence Rule I. — To find the distance of the piston from the end of its stroke, when the lead produces its effect : — Divide the lead by the width of the steam port, both in inches, and call the quotient sine ; multiply its corresponding versed sine, found in the table, by half the stroke, and the product will be the distance of the piston from the end of its stroke, when steam is admitted for the return stroke, and exhaustion commences. Or, Rule II. — To find the lead, the distance of the piston from the end of its stroke being given : — Divide the distance in inches by half the stroke in inches, and call the quotient versed sine ; multiply its cor- responding sine by the width of steam port, and the product will be the lead. Example l.--The stroke of a piston is 48 inches ; width of steam port 2^ inches ; and lead l inch r required the distance of the piston from the end of its stroke, when exhaustion commences. Here, -5 ~ 2'5 — -2 = sine ; and versed sine of sine '2 = '0202. Then, -0202 X 24 ;= -4848 inches. 208 LAP AND LEAD OF THE SLIDE-VALVE. Example 2. — The stroke of a piston is 48 inches ; width of steam port 25 inches ; and distance o* piston from the end of its stroke, when exhaustion commences, -4848 inches : required the lead. Here, -4848 — 24 = -0202 = versed sine ; and sine of versed sine '0202 = - 2. Then, -2 X 2 5 = '5 =lead. When the lead of a slide is equal to the widtli of steam port multiplied by any number in the first column of the following table, the distance of the piston from the end of its stroke, when steam is admitted on the exhaust-side, will be equal to half the stroke multiplied by the corresponding number of the second column. Or, if the distance of the piston from the end of its stroke, when steam is ad- mitted on the exhaust-side, be equal to half the stroke multiplied by any number in the second column, the width of steam port multiplied by the corresponding number of the first column equals the lead. When the lead is equal to the width of steam port multiplied by 0625 ('•0019 09375 ■0044 125 •0078 1875 •0176 21875 The distance of the piston ■0242 25 from the end of its stroke, •0317 28125 when steam is admitted _ •0403 3125 on the exhaust-side, •0501 34375 equals half the stroke •0609 375 multiplied by •0730 40625 •0862 4375 •1008 46875 •1166 5 T339 The Lap. — A slide is said to have lap when the width of its face is greater than that of the steam ports, the ports being thereby overlapped, as in Fig. 2569. It is to be remarked that slides should have some degree of lap on both the steam and exhaustion sides of the passage, because, although in theory an aperture may be said to be completely closed when covered by a bar of similar width, yet, in the construction of a slide without lap, we cannot insure such accuracy of Jit as to preclude the possibility of steam entering or leaving both steam ports at the san time. Lap on the steam side has the effect of cutting off the steam from the cylinder, by closing the pon before the completion of the stroke, the remainder of the stroke being effected by the expansion of the steam already admitted. Demonstration. Case 3. — When a slide has lap on the steam sick, without lead . — Let ah and he, Fig. 2566, represent the lap at both ends of the slide ; and let a d and c e represent the two steam ports ; then d e will repre- sent the travel of the slide, which, in this case, equals twice the steam port, plus twice the lap. Supposing d e also to represent the stroke of the piston, and that the piston is on the top stroke, then b d and bf are the respective positions of the crank and eccentric ; for the slide, instead of occupying its central position, when the piston is at the end of its stroke, (as in Case 1,) must be set in advance of that position to the extent of the lap, that steam may enter the cylinder when the piston begins to move. See Fig. 2567. When the eccentric has advanced from f to e, the crank will have reached the point g ; the piston is therefore at a when the port c e is fully open, the slide being then in the position Fig. 2568. Again, when the eccentric has reached the point h, the port c e will be reclosed. Fig. 2567, and i will be the position of the piston ; therefore, the distance of the piston from the end of its stroke, when the steam is cut off, is proportioned to the whole stroke, as i e is to d e. When the eccentric arrives at k, the slide will occupy its central position, Fig. 2569, and the piston will be at in, vjhere exhaustion commences from above it ; but steam is not admitted below it, for the return stroke, until the eccentric has reached the point n, where the port o d begins to open, the position of the slide at that moment being that shown in Fig. 2570. When the eccentric arrives at d, the port will be fully open, the slide being then in its extreme posi- tion, Fig. 2571 ; and it will be reclosed when the eccentric arrives at g, and the piston at p, where the steam is cut off, the position of the slide being again that shown in Fig. 2570. Again, when the eccen- LAI' AND LEAD OF THE SLIDE-VALVE. 209 trie reaches the point r, exhaustion ceases from above the piston, which is then at s, and commences from below it, the slide being then in its central position, Fig. 2569, and moving downward. Finally, the crank having arrived at d, and the eccentric at/, the piston will have completed its ascent, and the slide will occupy the position, Fig. 2567, as at starting. The steam was shown to be cut off when the piston had descended from d to i, the crank having described the arc dgu, and the eccentric the arc fell. Now, di is the versed sine of dgu, and ec is the versed sine of half fe h ; and dgu and f e h are equal arcs. Hence Rule III. — To find at what part of the stroke steam will be cut off with a given amount of lap : — Divide the width of steam port, by itself, plus the lap, and call the quotient versed sine. Find its cor responding arc in degrees and minutes, and call it arc the first. If arc the first be less than 45 degrees, multiply the versed sine of twice that arc by half the stroke in inches, and the product will be the Jis tance of the piston from the commencement of its stroke, when the steam is cut off. If arc the first exceed 45 degrees, multiply the versed sine of the difference between double that arc and 180 degrees by half the stroke, and the product will be the distance of the piston from the end of its stroke when the steam is cut off. Rule IV. — To find the amount of lap necessary to cut off the steam at any given part of the stroke : — If it be required to cut off the steam before half-stroke, divide the distance the piston moves before steam is cut off, by half the stroke, and call the quotient versed sine. Find the arc of that versed sine, and also the versed sine of half that arc. Divide the difference between the versed sine last found and unity, by the versed sine, and multiply the width of steam port by the quotient ; the product will be the lap. If if be required to cut off the steam at a point beyond half-stroke, divide the distance of the piston from the end of its stroke, when steam is cut off, by half the length of stroke ; call the quotient versed sine; find its corresponding arc, and abstract it from 180 degrees. Find the versed sine of half the remainder, and subtract it from unity. Divide the remainder by the versed sine, and multiply the width of the steam port by the quotient ; the product will be the lap. Example 3. — The stroke of a piston is 36 inches; width of steam port 1-J- inch ; and lap 6 inches : required the point of the stroke at which steam will be cut off. Here T5 -f- 6 ==7'5 ; and T5 ~ 7'5 —-2 — versed sine; arc of vereed sine ’2 = 36° 52', (arc the first ;) and 36° 52' X '2 = 73° 44' = are of versed sine, '7198. Then - 7198 X 18 == 12'95 inches = distance of the piston from the commencement of its stroke when the steam is cut off. Example 4 . — The stroke of a piston is 36 inches ; width of steam port 1 ^ inch ; and extent of lap l} inch : required the point of the stroke at which steam is cut off. Here 1'5 -f- T25 =: 2'75 ; and 1-5 —• 2'75 = '5454 = versed sine of arc 62° 58' (arc the first.) Then 62° 58' X 2 = 125° 56' ; and 180° -125° 56' = 54° 4' = arc of versed sine, -4131; '4131 X 18 = 7'43 inches = distance of the piston from the end of its stroke when the steam is cut off. Example 5.— The stroke of a piston is 36 inches ; width of steam port T5 inches ; and distance of the piston from the commencement of its stroke, when che steam is cut off, 12'95 inches : required the lap. Here 12'95 -fr 18 = -7198 = versed sine of arc 73° 44' ; * 73° 44' -7- 2 = 36° 52' = arc of versed sine - 2. Then 1 — '2 = - 8 ; and '8 -f • 2 — 4 ; T5 X 4 = 6 inches = lap. The Lead and Lap. — H aving separately investigated the two cases of a slide having lead without lap, and lap without lead, we now proceed to consider the effect of both in combination, together with that of lap on the exhaustion side. Demonstration. Case 4.— When a slide has lap on both the steam and exhaustion sides, together with lead. — Let a b and a c, Fig. 2572, represent the double lap on the steam side; af and a g, the same on the exhaustion side ; b e and c, d the steam ports ; and the line ed both the travel of the slide and stroke of the piston. Then, supposing c h to represent the lead of the slide, a i will be the po- sition of the eccentric when that of the crank is ae\ the slide occupving the position shown in Fig. 2573, and the piston being at the top of its downward stroke. When the eccentric reaches the point k, the port c d will be fully closed, as shown in Fig. 2574, and the piston will have descended to l, the arc e m being equal to the arc i k. Again, when the eccentric arrives at n, the slide being then brought into the position Fig. 257 5, exhaustion com- mences from above the piston, which has descended to o ; the arc e mp being equal to the arc i k n. When the eccentric arrives at q, the port b t begins to open for the admission of steam beneath the piston, (see Fig. 2576,) which has then descended to r; the arc eins being equal to the arc ikq. When the eccentric has reached the point i ', opposite to i, the port be will be open to the extent of the lead b h', equal to c h, and the piston will have completed its descent. Steam continues to enter the port b e during the ascent of the piston, until the eccentric reaches the point k', when the port b e will be reclosed, Fig. 257 6, the direction of the slide’s motion being downward, and the piston having ascended to V. Exhaustion ceases from above the piston when the eccentric reaches the point t, the piston being then at u, and the slide again in the position Fig. 2575. Von. _ II. — 11 2572. ■210 LAP AND LEAD OF THE SLIDE-VALVE. When the eccentric reaches (lie point n', opposite to n, exhaustion commences below the piston, the slide being then in the position Fig. 2577, and the piston at o'. Finally, when the eccentric reaches the point q', and the crank the point s', opposite to s, steam begins to enter the port ccl for the return stroke, at the com- mencement of which the port c d will be open to the extent of the lead c h ; the crank and eccentric occupying their original positions a e and a i. It is here shown that four distinct circumstances result from the use of a slide having lap on both sides of the port, with lead, during a single stroke of the piston. These are — First : The cutting off the steam, for the purpose of expan- sion. Second: The cessation of exhaustion on the exhaustion side. Third: The commencement of exhaustion on the steam side. Fourth : The readmission of steam for the return stroke. With regard to the first of these results, we found the steam port cd closed, when the crank and eccentric had described the equal arcs e m and i dk. Now, c d , the steam port, is the versed sine of d k ; and h d , the steam port minus the lead, is the versed sine of i d. Hence, Rule V. — To find the point of the stroke at which steam will be cut off : Divide the width of the steam port, and also that width minus the lead, by half the slide’s travel, and call the quotients versed sines. Find their corresponding arcs, and call them arc the first, and arc the second, respectively. 'Then, if the sum of those arcs be less than 90 degrees, multiply the versed sine of their sum by half the stroke, in inches, and the product will be the distance of the piston from the commencement of its stroke, when the steam is cut off. If the sum of arcs the first and second exceed 90 degrees, subtract it from 180 degrees; and the versed sine of the difference, multiplied by half the stroke, equals the distance of the piston from the end of its stroke, when the steam is cut off. Example 8. — The stroke of a piston is 60 inches ; the width of steam port 8 inches ; lap on the steam side 2£ inches ; lap on the exhaust side £th inch ; and lead -J- inqb : required the point of the stroke at which steam will be cut off. 2573. 2574. 2575. 2576. 2577. Here 3 3 + 2-5 •5454 = versed sine of 62° 58' (arc the first;) 3— -5 and = -4545 = versed sine of 56° 57' (arc the second.) Then 62 c 58' + 56° 57' = 119° 55'; and 180° — 119° 55' = 60 5' = arc of versed sine, -5012. •5012 X 30 = 15-036 inches = distance of the piston from the end of its stroke when the steam is cut off. Exhaustion was shown to cease, during the ascent of the piston, when the eccentric had reached the point t, and the crank the point x ; the crank having described the arc dk x, equal to i' e t described by the eccentric. Now i' e is equal to arc the second, (Rule V. ;) and e t is equal to 90 degrees minus 1 1\ or the arc ol versed sine ef; and e f is half the slide’s travel minus the lap on the exhaust side. Hence, To find the point of the stroke at which exhaustion ceases : . Divide half the slide’s travel, minus the exhaustion lap, by half the travel, call the quotient versed eine, and add its corresponding arc, calling it arc the third, to arc the second. The versed sine of the difference between their sum and 180 degrees, multiplied by half the stroke, equals the distance of the piston from the end of its stroke when exhaustion ceases. Example 9. — The several proportions being as in the preceding example. Here 3 + 2-5 = 5 -5 = half the slide’s travel ; 5'5 — T25 and — = '9772 = versed sine of arc 88° 42' = (arc the third.) oo v Then 83° 42' + 56° 57' (arc the second) = 145° 39'; and 180° — 145° 39 ' = 34° 21' = arc ot versed sine, T743. T743 X 30 = 5 p 229 inches =the distance of the piston from the end of its stroke when exhaustion ceases. Exhaustion was shown to commence from above the piston when the crank and eccentric had de- scribed the equal arcs e k' p and idn. Now i d n is equal to 1 80 degrees minus ni' ; n i' is equal to n' i ; and n' d is equal to arc the third. Hence, To find the distance of the piston from the end of its stroke when exhaustion commences : Subtract arc the second from arc the third, and multiply the versed sine of their difference by half the stroke. The product will be the distance required. Example 10. — 'The proportions being as in the two preceding examples. Here 88° 42' — 56° 57' =31° 45'=arc of versed sine, ‘1496; and T496 X 30 = 4’488 inches, the distance required. Steam was found to be readmitted, for the return stroke, when the piston had reached the point r tn its descent, the crank and eccentric having described the equal arcs e k' s and i d q. Now i dq is equal to 180 degrees minus q V ; i' being diametrically opposed to i. And q V is equal to i q', the difference between arcs the first and second. Hence, To find the distance of the piston from the end of its stroke when steam is readmitted for the returr -troke LAP AND LEAD OF THE SLIDE-VALVE. 211 Multiply the versed sine of the difference between arcs the first and second by half the stroke, and the product will be the distance required. Example 11. — The proportions being as before. Here 62° 58' — 56° 57' = 6° 1 ' = arc of versed sine '0055. Then '0055 X 30 = '165 inches = the distance required. RuleVI.-^ To find the proportions of the steam lap and lead ; the points of the stroke where steam is cut oftl and readmitted for the return stroke, being known : When the steam is cut off before half-stroke, divide the portion of the stroke performed by the piston by half the stroke, and call the quotient versed sine. Likewise, divide the distance of the piston from the end of its stroke when steam is readmitted for the return stroke, by half the stroke, and call that quotient versed sine. Find their respective arcs, and also the versed sines of half their sum and hall their difference. The width of the steam port in inches, divided by the versed sine of half their sum, equals half the travel of the slide : and half the travel, minus the width of port, equals the lap. The difference of the two versed sines last found, multiplied by half the travel of the slide, equals the lead. When the steam is to be cut off after half-stroke, divide the distance of the piston from the end of its stroke by half the stroke ; call the quotient versed sine, and subtract its corresponding arc from 180 degrees. Divide the distance the piston has to move when the steam is admitted for the return stroke, by half the stroke ; call the quotient versed sine, and find its corresponding arc. Then proceed with the two arcs thus found, as in the former case. Example 12. — The stroke of a piston is 60 inches ; the width of steam port 3 inches ; distance of the piston from the end of its stroke when steam is cut off 15'036 inches ; and when steam is admitted for the return stroke T65 inches: required the lap and lead. Here 15'036 = 30 = '5012 = versed sine of arc 60° 5' ; and 180° — 60° 5' = 119° 55'. Then T65 -f- 30 = '0055 = versed sine of 6° 1*. 119° 55' + 6° 1' = 125° 56'; 119° 55' — 6° l' = 113° 54'. 1 OSO K Cl — = 62° 58' = arc of versed sine '5454 ; o 113° 54' ■ — p = 56° 67' = arc of versed sine ’4545. 3 -i- '5454 = 5'5 inches = half the slide’s travel ; and 5'5 — 3 = 2'5 = lap. '5454 — '4545 = '0909 ; and '0909 X 5'5 = '5 inches = lead. To find the lap and lead by construction. The stroke of the piston ; width of steam port ; and distances of the piston from the end of its stroke when the steam is cut off, and when it is readmitted for the return stroke, being known : Let the circle, Fig. 2578, represent the crank’s orbit, and its diameter a b the stroke of the piston, to some known scale. Make a c equal to the part of (he stroke performed before the steam is cut off; and b d equal to the distance, of the piston from the end of its stroke when steam is readmitted for the return stroke. Draw d e and ef at right angles to a b, and mark the point g at the dis- tance be from/. Bisect the arc ag, and from the point of bisection, h, draw the diameter h i. Make ik equal to b e ; draw i m and kl at right angles to a b ; and draw * l and i b indefinitely. From the point m set off m n equal to the width of steam port, full size ; from n draw n o parallel to i m, and meeting i b, and also op parallel to a b, and meeting h i ; then will sp equal the lap, and s r the lead. In all the foregoing cases, we have taken the versed sine of the arc de- scribed by the crank, from either extremity of the stroke, as the portion of the stroke performed by the piston ; but, as has been already observed, the relative positions of the piston and crauk depend upon the length of the connecting-rod, which will be seen by reference to Fig. 2579, where A B represents the stroke of the piston, C D the connecting-rod, and D 0 the crank. Now, by supposing a d to be the arc described by the crank when the piston has performed one-fourth of its stroke, and from the length of that arc, calculating the amount of lap re- quired to cut off the steam at that part of the stroke, we appear to be in error— for, from the oblique action of the connecting-rod, the piston would have descended only to the point c. But the engine being double-acting, we have to take into consideration the position of the crank when the piston has performed one- fourth of its stroke in the opposite direction from the point B ; and here we find, that by supposing the crank to have described the arc b e, (equal to a d,) instead of the true arc b E, we cause the steam to be cut off when the piston has reached the point/ ; and the distance B / being precisely as much more than B F as A c is less than A C, the seeming error is self-corrective. 2579. 212 LEAD. A Table of Multipliers to find the Lap and Lead, when the Steam is to be cut off at \ to |(/u of the Stroke. The lap must be equal to the width of the steam port multiplied by col. 1. The lead must be equal to the width of the steam port multiplied by col. 2. Half-Stroks. Five-Eighths of the Stroke. Three-Fourths of the Stroke. Seven-Eighths of the Stroke. 1 2 i 2 1 2 i 2 Lap 2-41 Lead *000 Lap 1-58 Lead •ooo Lap 1.000 Lead ■ooo Lap •540 Lead •ooo 3§£ •ooooo 2T6 •145 T41 T24 •893 T05 •477 •089 op-g •00208 206 •198 T35 T70 •851 T46 •450 T23 3 ,3, •00416 T94 •268 1-27 •231 •795 •200 •413 T70 § !| ■00833 1-8-1 •318 1-21 •276 ■754 •240 ■385 •204 •01250 T77 •358 TIG •312 ■723 •271 ■363 ■232 •01666 1-71 •391 112 ■342 •691 •299 ■344 ■257 2 ■02083 1-65 •420 T08 •368 •66S ■322 •327 ■277 5 1 ; 11? •02500 1-60 ■444 T05 •391 •644 •343 •313 ■296 •02916 1-56 •467 T02 •412 •623 •362 •298 •313 •03333 T48 •505 •968 •449 •586 •396 •273 ■343 O M- — o •04166 1-41 •540 •921 ■480 •554 •425 •251 •370 •05000 1'35 ■570 •881 ■508 •526 •451 •232 ■393 ° g 1 •05833 1-30 ■595 ■844 •532 500 •473 •215 •414 8 Z Ilf •06666 T25 •617 •810 •554 ■476 •495 T98 •434 •07500 1-21 ■638 ■779 •572 •454 •514 T83 ■452 •08333 1.17 •657 •751 •592 ■434 •532 T60 •468 ■09166 1-13 •674 •724 •607 •415 ■648 T56 •483 •10000 Example of its application. — Stroke 36 inches ; width of port 2 inches ; steam to be cut off at half- stroke ; distance of the piston from the end of its stroke when steam is readmitted for the return stroke* To inch. 1-5 — = 0833. Find that number, or the one nearest to it, in the right hand, or last column, and take out the multipliers on the same line under the head. Half-stroke. Then 2 X T21 = 2’42 inches = the lap. And 2 X '638 = T276 inches = the lead. LEAD — A well-known metal much used in the arts. Lead unites with most of the metals, has little elasticity, and is the softest of them all. Gold and silver are dissolved by it in a slight red heat, but when the heat is much increased the lead separates, and rises to the surface of the gold, combined with all heterogeneous matters ; hence lead is made use of in the art of refining the precious metals. If lead be heated so as to boil and smoke, it soon dissolves pieces of copper thrown into it ; the mixture, when cold, being brittle. The union of these two metals is remarkably slight, for upon exposing the mass to a heat no greater than that in which lead melts, the lead almost entirely runs off by itself. Among the ores of lead some have a metallic aspect ; are black in substance, as well as when pulver- ized ; others have a stony appearance, and are variously colored, with usually a vitreous or greasy lustre. The specific gravity of the latter ores is always less than 5. The whole of them, excepting the chloride, become more or less speedily black, with sulphureted hydrogen or with hydrosulphurets ; and are easily reduced to the metallic state upon charcoal, with a flux of carbonate of soda, after they have been properly roasted. They diffuse a whitish or yellowish powder over the charcoal, which, according to the manner in which the flame of the blowpipe is directed upon it, becomes yellow or red ; thus indicating the two characteristic colors of the oxides of lead. The lead ores most interesting to the arts are : 1. Galena, sulphuret of lead. This ore has the metallic lustre of lead, with a crystalline structure derivable from the cube. When heated cautiously at the blowpipe it is decomposed, the sulphur flies off, and the lead is left alone in fusion ; but if the heat be continued, the colored surface of the charcoal indicates the conversion of the lead into its oxides. Galena is a compound of lead and sulphur, in equiv- alent proportions, and therefore consists, in 100 parts, of 86| of metal, and 13 j of sulphur, with which numbers the analysis of the galena of Clausthal by Westrumb exactly agrees. Its specific gravity, when pure, is 7-56. Its color is blackish gray, without any shade of red, and its powder is black — char- acters which distinguish it from blende, or sulphuret of zinc. 2. The seleniuret of lead resembles galena, but its tint is bluer. Its chemical characters are the only ones which can be depended on for distinguishing it. At the blowpipe it exhales a very perceptible smell of putrid radishes. Nitric acid liberates the selenium. When heated in a tube, oxide of selenium sf a carmine red rises along with selenic acid, white and deliquescent. The specific gravity of this ore caries from 6'8 to 7'69. 3. Native minium or red lead has an earthy aspect, of a lively and nearly pure red color, but some- times inclining to orange. It occurs pulverulent, and also compact, with a fracture somewhat lamellar When heated at the blowpipe upon charcoal, it is readily reduced to metallic lead. Its specific gravity varies from 46 to 8'9. This ore is rare. LEAD. 213 4. Plornb-gomme. — This lead ore, as singular in appearance as in composition, is of a dirty brownish yr orange-yellow, and occurs under the form of globular or gum-like concretions. It has also the lustre and translucency of gum, with somewhat of a pearly aspect at times. It is harder than fluor spar. It oonsists of oxide of lead, 40 ; alumina, 37 ; water, 18'8 ; foreign matters and loss, 406 ; in 100. Hith- erto it has been found only at Huelgoet, near Poullaouen, in Brittany, covering with its tears, or small concretions, the ores of white lead and galena which compose the veins of that lead mine. 6. White lead , carbonate of lead. — This ore, in it's purest state, is colorless and transparent, like glass, with an adamantine lustre. It may be recognized by the following characters : Its specific gravity is from 6 to 6-7 ; it dissolves with more or less ease, and with effervescence, in nitric acid ; becomes immediately black by the action of sulphureted hydrogen, and melts on charcoal before the blowpipe into a button of lead. According to Klaproth, the carbonate of Leadhills contains 82 parts of oxide of lead, and 16 of carbonic acid, in 98 parts. This mineral is tender, scarcely scratches calc-spar, and breaks easily, with a waved conchoidal fracture. It possesses the double refracting prop- erty in a very high degree ; the double image being very visible on looking through the flat faces of the prismatic crystals. Its crystalline forms are very numerous, and are referrible to the octahedron, and the pyramidal prism. 6. Vitreous lead , or sulphate of lead. — This mineral closely' resembles carbonate of lead; so that the external characters are inadequate to distinguish the two. But the following are sufficient. When pure, it has the same transparency and lustre. It does not effervesce with nitric acid; it is but feebly blackened by sulphureted hydrogen , it first decrepitates and then melts before the blowpipe into a transparent glass, which becomes milky as it cools. By the combined action of heat and charcoal, it passes first into a red pulverulent oxide, and then into metallic lead. It consists, according to Klaproth, of 71 oxide of lead, 26 sulphuric acid, 2 water, and 1 iron. That specimen was from Anglesea; the Wanlockhead mineraMs free from iron. The prevailing form of crystallization is the rectangular octa- hedron, whose angles and edges are variously modified. The sulphato-carbonate, aud sulphato tri-car- bonate of lead, now called Leadhillite, are rare minerals which belong to this head. 7. Phosphate of lead. — This, like all the combinations of lead with an acid, exhibits no metallic lustre, but a variety of colors. Before the blowpipe upon charcoal, it melts into a globule externally crystal- line, which, by a continuance of the heat, with the addition of iron and boracic acid, affords metallic lead. Its constituents are 80 oxide of lead, 18 phosphoric acid, and T6 muriatic acid, according to Klaproth's analysis of the mineral from Wanlockhead. The constant presence of muriatic acid in the various specimens examined is a remarkable circumstance. The crystalline forms are derived from an obtuse rhomboid. Phosphate of lead is a little harder than white lead ; it is easily scratched, and its powder is always gray. Its specific gravity is 6'9. It has a vitreous lustre, somewhat adamantine. Its lamellar texture is not very distinct ; its fracture is wavy, and it is easily frangible. The phosphoric and arsenic acids being, according to M. Mitscherlich, isomorphous bodies, may replace each other in chemical com- binations in every proportion, so that the phosphate of lead may include any proportion, from the smallest fraction of arsenic acid to the smallest fraction of phosphoric acid, thus graduating indefinitely into arseniate of lead. The yellowish variety indicates, for the most part, the presence of arsenic acid. 8. Muriate of lead. Horn-lead, or murio-carbonate. — This ore has a pale yellow color, is reducible to metallic lead by the agency of soda, and is not altered by the hydrosulphurets. At the blowpipe it melts first into a pale yellow transparent globule, with salt of phosphorus and oxide of copper ; and it manifests the presence of muriatic acid by a bluish flame. It is fragile, tender, softer than carbonate of lead, and is sometimes almost colorless, with an adamantine lustre. Specific gravity, 606. Its constit- uents, according to Berzelius, are lead, 25'84; oxide of lead, 67'07 ; carbonate of lead, 6'25-, chlorine, 8'84; silica, T46 ; water, 0'54 ; in 100 parts. The carbonate is an accidental ingredient, not being in equivalent proportion. Klaproth found chlorine, 13'67 ; lead, 39'98 ; oxide of lead, 22'57 ; carbonate of lead, 23 78. 9. Arseniate of lead. — Its color of a pretty pure yellow, bordering slightly on the greenish, and its property of exhaling by the joint action of fire and charcoal a very distinct arsenical odor, are the only characters which distinguish this ore from the phosphate of lead. The form of the arseniate of lead, when it is crystallized, is a prism with six faces, of the same dimensions as that of phosphate of lead. When pure, it is reducible upon charcoal, before the blowpipe, into metallic lead, with the copious exha- lation of arsenical fumes ; but only in part, and leaving a crystalline globule, when it contains any phos- phate of lead. The arseniate of lead is tender, friable, sometimes even pulverulent, and of specific grav- ity 5-04. That of Johann-Georgenstadt consists, according to Rose, of oxide of lead, 77'5 ; arsenic acid, 12-5; phosphoric acid, 7'5, and muriatic acid, T5. 10. Red lead, or chromate of lead. — This mineral is too rare to require consideration in the present work. 11. Plomb vauquelinite. Chromate of lead and copper. 1 2. Yellow lead. Molgbyate of lead. 1 3. Tungstate of lead. Having thus enumerated the several species of lead ore, we may remark that galena is the only one which occurs in sufficiently great masses to become the object of mining and metallurgy. This mineral is found in small quantity among the crystalline primitive rocks, as granite. It is, however, among the oldest talc-schists and clay slates that it usually occurs. Treatment of the ores of lead . — The mechanical operations performed upon the lead ores, to bring them to the degree of purity necessary for their metallurgic treatment, may be divided into three classes, whose objects are : 1. The sorting and cleansing of the ores ; 2. The grinding ; 3; The washing, properly so called. The apparatus subservient to the first objects are sieves, running buddies, and gratings. The large 214 LEAD. sieves employed for sorting the ore at the mouth of the mine, into coarse and fine pieces, is a wire gauza of iron ; its meshes are square, and an inch long in each side. There is a lighter sieve of wire gauze, similar to the preceding, for washing the mud from the ore, by agitating the fragments in a tub filled with water. But instead of using this sieve, the pieces of ore are sometimes merely stirred about with a shovel, in a trough filled with water. The method of sorting and cleansing the ore consists in using a plane surface made of slabs or planks, very slightly inclined forwards, and provided behind and on the sides with upright ledges, the back one having a notch to admit a stream of water. The ore is merely stirred about with a shovel, and exposed on the slope to the stream. For this apparatus, formerly the only one used, the following has been sub- stituted, called the grate. It is a grid, composed of square bars of iron, an inch thick, by from 24 to 32 inches long, placed horizontally and parallelly to each other, an inch apart. There is a wooden canal above the grate, which conducts a stream of water over its middle ; and an inclined plane is set beneath it, which leads to a hemispherical basin, about 24 inches in diameter, for collecting the metallic powder washed out of the ore. The apparatus subservient to grinding the ore are : 1. The beater, formed of a cast-iron plate, 3 inches square, with a socket in its upper surface, foi receiving a wooden handle. In some localities crushing cylinders have been substituted for the beater. At the mines, the knocker's workshop, or striking floor, is provided either with a strong stool, or a wall 3 feet high, beyond which there is a flat area 4 feet broad, and a little raised behind. On this area, bounded, except in front, by small walls, the ore to be bruised is placed. On the stool, or wall, a very hard stone slab, or cast-iron plate is laid, 7 feet long, 7 inches broad, and 14 inches thick, called a knok-stone. The workmen, seated before it, break the pieces of mixed ore with the beater. Crushing machines are in general use in England, to break the mingled ores, which they perform with great economy of time and labor. They have been employed there for nearly forty years. This machine is composed of one pair of fluted cylinders, and of two pairs of smooth cylinders, which serve altogether for crushing the ore. The two cylinders of each of the three pairs turn simultaneously in an inverse direction, by means of two toothed- wheels upon the shaft of every cylinder, which work by pairs in one another. The motion is given by a single wafer-wheel. One of the fluted cylinders is placed in the prolongation of the shaft of this wheel, which carries besides a cast-iron toothed-wheel, geared with the toothed-wheels fixed upon the ends of two of the smooth cylinders. Above the fluted cylinders, there is a hopper, which discharges down between them the ore brought, forwards by the wag- ons. These wagons advance upon a railway, stop above the hopper, and empty their contents into it through a trap-hole, which opens outwardly in the middle of their bottom. Below the hopper there is a small bucket called a shoe, into which the ore is shaken down, and which throws it without ceasing upon the cylinders. The sho'e is so regulated that too much ore can never fall upon the cylinders, and ob- struct their movement. A small stream of water is likewise led into the shoe, which spreads over the cylinders, and prevents them from growing hot. The ore, after passing between the fluted rollers, falls upon inclined planes, which turn it over to one or other of the pairs of smooth rolls. These are the essential parts of this machine ; they are made of iron, and the smooth ones are case- hardened, or chilled, by being cast in iron moulds. The gudgeons of both kinds move in brass brushes fixed upon iron supports made fast by bolts to the strong wood- work base of the whole machine. Each of the horizontal bars has an oblong slot, at one of whose ends is solidly fixed one of the plummer-blocks or bearers of one of the cylinders, and in the rest of the slot the plummer-block of the other cylinder slides ; a construction which permits the two cylinders to come into contact, or to recede to such a dis- tance from each other as circumstances may require. The movable cylinder is approximated to the fixed one by means of iron levers, which carry at their ends weights, and rest upon wedges susceptible of adjustment. These wedges press the iron bar, and make it approach the movable cylinder by advancing the plummer-block which supports its axis. When matters are so arranged, should a very large or hard piece present itself to one of the pairs of cylinders, one of the rollers would move away and let the piece pass without doing injury to the mechanism. Besides the three pairs of cylinders which constitute essentially each crushing machine, there is some- times a fourth, which serves to crush the ore when not in large fragments. The stamp-mill is employed in concurrence with the crushing cylinders. It serves particularly to pulverize those ores whose gangue is too hard to yield readily to the rollers, and also those which being already pulverized to a certain degree, require to be ground still more finely. (See Stampers.) The sifting meshes of the sieve are made of strong iron wire, three-eighths of an inch square. This sieve is suspended at the extremity of a forked lever, or brake, turning upon an axis by means of two upright arms about 5 feet long, which are pierced with holes for connecting them with bolts or pins, both to the sieve-frame and to the ends of the two branches of the lever. These two arms are made of wrought iron, but the lever is made of wood, as it receives the jolt. Each jolt not only makes the fine parts pass through the meshes, but changes the relative position of those which remain on the wires, bringing the purer and heavier pieces eventually to the bottom. The mingled fragments of galena, and the stony substances lie above them ; while the poor and light pieces are at top. These are first scraped oft) next the mixed lumps, and lastly the pure ore, which is carried to the heap. The poor ore is carried to a crushing machine, where it is bruised between two cylinders appropriated io this purpose ; after which it is sifted afresh. Washing apparatus. — For washing the ore after sifting it, the machine already described is employed Smelting of lead ores. — The lead ores of England were anciently smelted in very rude furnaces, oi iolcs, urged by the natural force of the wind, and were therefore placed on the summits or western slopes of the highest hills. More recently these furnaces were replaced by blast hearths, resembling smiths’ forges, but larger, and were blown by strong bellows, moved by men or water-wheels. The principal operation of smelting is at present always executed there in reverberatory furnaces, and in furnaces similar to those known in France by the name of Scotch furnaces LEAD. 215 The reverberatory furnaces called cupola are now exclusively used in Derbyshire for the smelting ol lead ores. In the works where the construction of these furnaces is most improved, they are interiorly 8 feet long by 6 wide in the middle, and 2 feet high at the centre. The lire, placed at one of the extremities, is separated from the body of the furnace by a body of masonry, called the fire-bridge , which is two feet thick, leaving only from 14 to 18 inches between its upper surface and the vault. From this, the highest point, the vault gradually sinks towards the further end, where it stands only 6 inches above the sole. At this extremity of the furnace, there are two openings separated by a trian- gular prism oi fire-stone, which lead to a flue, a foot and a half wide, and 10 feet long, which is recurved towards the top, and runs into an upright chimney 55 feet high. The above flue is covered with stone slabs, carefully jointed with fire-clay, which may be removed when the deposit formed under them (which is apt to melt) requires to be cleaned out. One of the sides of the furnace is called the laborers’ side. It has a door for throwing coal upon the fire-grate, besides three small apertures each about 6 inches square. These are closed with movable plates of cast-iron, which are taken off when the work- ing requires a freer circulation of air, or for the stirring up of the materials upon the hearth. On the opposite side, called the working side, there are five apertures ; namely, three equal and opposite to those just described, shutting in like manner with cast-iron plates, and beneath them two other open- ings, one of which is for running out the lead, and another for the scoriae. The ash-pit is also on this side, covered with a little water, and so disposed as that the grate-bars may be easily cleared from the cinder slag. The hearth of the furnace is composed of the reverberatory furnace slags, to which a proper shape has been given by beating them with a strong iron rake, before their entire solidification. On the laborers' side, this hearth rises nearly to the surface of the three openings, and falls towards the working side, so as to be 18 inches below the middle aperture. In this point, the lowest of the furnace, there is a tap- hole, through which the lead is run off into a large iron boiler, (lea-pan,) placed in a recess left outside in the masonry. From that lowest point, the sole gradually rises in all directions, forming thus an in- side basin, into which the lead runs down as it is melted. At the usual level of the metal bath, there is on the working side, at the end furthest from the fire, an aperture for letting off the slag. In the middle of the arched roof there is a small aperture, called the crown-hole , which is covered up during the working with a thick cast-iron plate. Above this aperture a large wooden or iron hopper stands, leading beneath into an iron cylinder, through which the contents of the hopper may fall into the furnace when a trap or valve is opened. Roasting . — The ordinary charge of ore for one smelting operation is 20 cwts., and it is introduced through the hopper. An assistant placed at the back doors spreads it equally over the whole hearth with a rake ; the furnace being meanwhile heated only with the declining fire of the preceding operation. No regular fire is made during the first two hours, but a gentle heat merely is kept up by throwing one or two shovelfuls of small coal upon the grate from time to time. All the doors are closed, and the register plate of the chimney is lowered. The outer basin in front of the furnace is at this time filled with the lead derived from a former pro- cess, the metal being covered with slags. A rectangular slit, above the tap-hole is left open, and remains so during the whole time of the operation, unless the lead should rise in the interior basin above the level of that orifice ; in which case a little mound must be raised before it. The two doors in front furthest from the fire being opened, the head smelter throws in through them, upon the sole of the furnace, the slags swimming upon the bath of lead, and a little while afterwards he opens the tap-hole, and runs off the metallic lead reduced from these slags. At the same time his assistant turns over the ore through the back doors. These being again closed, while the above two front doors are open, the smelter throws a shovelful of small coal or coke cinder upon the lead-bath, and works the whole together, turning over the ore with the paddle or iron oar. About three-quarters of an hour after the commencement of the operation, he throws back upon the sole of the hearth the fresh slags which then float upon the bath of the outer basin, and which are mixed with coaly matter. He next turns over these slags, as well as the ore, with the paddle, and shuts all the doors. At this time the smelter runs off the lead into the pig-moulds. The assistant now turns over the ore once more through the back doors. A little more than an hour after the operation began, a quantity of lead, proceeding from the slag last remelted, is run off by the tap ; being usually in such quantity as to fill one-half of the outer basin. Both the workmen then turn over the ore with the paddles, at the several doors of the furnace. Its interior is at this time of a dull red heat: the roasting being carried on rather by the combustion of the sulphurous ingredients, than by the action of the small quantity of coal in the grate. The smelter, after shutting the front doors, with the exception of that next the fire-bridge, lifts off the fresh slags lying upon the surface of the outside bath, drains them, and throws them back into the furnace. An hour and a half after the commencement, the lead begins to ooze out in small quantities from the ore ; but little should be suffered to flow before two hours have expired. About this time the two workmen open all the doors, and turn over the ore, each at his own side of the furnace. An hour and three-quarters after the beginning, there are few vapors in the furnace, its temperature being very moderate. No more lead is then seen to flow upon the sloping hearth. A little coal being thrown into the grate to raise the heat slightly, the workmen turn over the ore, and then close all the doors. At the end of two hours, the first fire or roasting being completed, and the doors shut, the register is to be lifted a little, and coal thrown upon the grate to give the second fire, which lasts during 25 minutes. When the doors are now opened the inside of the furnace is of a pretty vivid red, and the lead flows dowm from every side towards the inner basin. The smelter, with his rake or paddle, pushes the slags upon that basin back towards the upper part of the sole, and his assistant spreads them uniformly over the surface through the back doors. The smelter next throws in, by his middle door, a few shovelfuls of quick -lime upon the lead-bath. The assistant meanwhile, for a quarter of an hour, works the ore and the slags together through the three back doors, and then spreads them out, while the smelter pushes 216 LEAD the slags from the surface of the inner basin back to the upper parts of the sole. The doors being nor* left open for a little, while the interior remains in repose, the metallic lead, which had been pushed back with the slags, flows down into the basin. This occasional cooling of the furnace is thought to be neces- sary for the better separation of the products, especially of the slags, from the lead-bath. In a short time the workmen resume their rakes, and turn over the slags along with the ore. Three hours after the commencement, a little more fuel is put into the grate, merely to keep up a moderate heat of the furnace during the paddling. After three hours and ten minutes, the grate being charged with fuel for the third fire, the register is completely opened, the doors are all shut, and the furnace is left in this state for three-quarters of an hour. In nearly four hours from the commencement, all the doors being opened, the assistant levels the surfaces with his rake, in order to favor the descent of any drops of lead ; and then spreads the slags, which are pushed back towards him by the smelter. The latter now throws in a fresh quantity of lime, with the view, not merely of covering the lead-bath and preventing its oxydizement, but of rendering the slags less fluid. Ten minutes after the third tire is completed, the smelter puts a new charge of fuel in the grate, and shuts the doors of the furnace to give it the fourth fire. In four hours and forty minutes from the com- mencement, this fire being finished, the doors are opened, the smelter pierces the tap-hole to discharge the lead into the outer basin, and throws some quick-lime upon the slags in the inner basin. He then pushes the slags thus dried up towards the upper part of the hearth, and his assistant rakes them out by the back doors. The whole operation of a smelting shift takes about four hours and a half, or at most five hours, in which four periods may be distinguished. 1. The first fire for roasting the ores, requires very moderate firing, and lasts two hours. 2. The second fire, or the smelting, requires a higher heat, with shut doors ; at the end the slags are dried up with lime, and the furnace is also allowed to cool a little. 3. 4. The last two periods, or the third and fourth fires, are likewise two smeltings or foundings, and differ from the first only in requiring a higher temperature. The heat is greatest in the last. The form and dimensions of the furnace are calculated to cause a uniform distribution of heat over the whole sur- face of the hearth. See article Metallurgy. The lead is brought from the smelting works to any place where it is to be manufactured in the form of “ pigs,” each of which is an oblong mass, about three feet long, six inches wide, and weighing about one hundred weight and a half. As for the philosophy of the w T ord “ pig,” applied to the masses of lead, we may remark that it forms another curious instance of the phraseology used in manufacture. It appears that in the iron-manufacture, when the metal flows from the furnace in which it has been reduced from the ore, it passes into a large trough excavated in sand, and from thence into smaller lat- eral channels on each side. This arrangement has been suggestive of a sort of simile : for the larger trough is called by the workmen the “ sow,” and the smaller the “ pigs,” who suck the metal from the “ sow hence proceeded the names of “ sow-metal” and “ pig-metal and hence, in all probability, the name of “ pig” is applied to the saleable masses both of iron and of lead. The two principal articles into which lead is manufactured are sheet-lead and water-pipes ; or at least they are the only two which need here be noticed, since the comparatively low temperature at which the metal fuses, and the ease with which it is beaten into various forms, enable the plumber to modify it in various ways. The sheet-lead here spoken of is that with which roofs and terraces are covered, and cisterns lined. It is sometimes made, and used formerly to be wholly made, by pouring the melted metal on a flat surface of sand, in a stratum of any required thickness ; but the more modern method is that of rolling, or “milling,” which we proceed to describe. A furnace is provided consisting of a hemispherical melting-pot, four or five feet in diameter, and nearly as much in depth, heated by a fire beneath, and covered with an inclosed cap or chimney reach- ing above the roof of the building, for the purpose of conveying away the deleterious gases engendered during the melting of lead. Into this melting-pot is put about six tons (thirteen thousand pounds) of lead, new and old, which remains there till thoroughly melted. During this time all the impurities, being lighter than the metal, rise to the surface. Immediately adjoining the furnace is a cast-iron frame, called the “ mould,” being a flat vessel about six or seven feet square, and six inches deep. The bottom of this mould is also of iron, and the melted metal is allowed to flow into it from an opened valve near the bottom of the melting-pot. A shoot or trough conveys the metal from the furnace to the mould. The glistening liquid mass soon flows out, to the weight of about ten or eleven thousand pounds, the dross and impurities being for the mast part left behind in the melting-pot. As, however, some impuri- ties or oxidized portions enter the moul 1 a subsequent removal becomes necessary ; and this is effected by drawing the edge of a board carefully over the surface of the hot and liquid metal, the board urging before it all the floating impurities, and leaving a surface very silvery and clear. After some hours the mass of lead, technically called a “ plate,” is lifted out of the mould by a pow- erful crane, and placed upon the machine where it is to be rolled into the form of sheets. This machine is very peculiar in its action. It consists of a long frame or bench, about a yard in height, seven or eight feet wide, and probably seventy feet in length. At intervals of every foot or two are transverse rollers, all placed on the same level, so that a heavy body may be rolled from one end of the frame to the other with great facility. About midway along the frame is the milling or rolling machine, con- sisting mainly of two ponderous rollers, between which the lead is passed : these are made of iron, the upper one being fifteen or sixteen inches in diameter, with a weight of three tons, the under one being the same. The two rollers are placed at any required distance apart, the one above the other, and are also made to revolve in either direction. These being the mechanical arrangements, the process of milling proceeds thus : The plate of lead is brought between the rollers, which are opened so as only to receive the lead by compressing it; and the rollers being made to rotate, the plate is drawn in be- tween them. This process is repeated over and over again, the plate passing first from right to left. And then from left to right, the opening between the rollers being gradually reduced bv means of an LEAD. 217 index and graduated dial-plate. The small wooden rollers facilitate the motion of the elongated lead to and fro; and when the length, obtained by reducing the thickness, has become inconveniently great, the piece is cut into two, and each half milled in a similar manner. Thus the lead continues to pass between the rollers to the number of seven or eight hundred times, having its thickness diminished and its length increased by regular degrees. From 800 to 400 feet in length, with a width of seven or eight, is the average quantity of roofing-lead produced by these means from one of the plates. The lead is then coiled up in a roll, and in that form is sold to the plumber, who adapts it to his various purposes. The manufacture of lead-pipe, like that of sheet-lead, combines the processes both of casting and elongating, or drawing. Whatever be the required diameter and thickness of the pipe, it is first cast in a short piece of great thickness, and then elongated, by which the thickness becomes reduced. The diameter of the cast piece is, internally, the same as that of the required pipe, the external diameter being that which undergoes reduction. The first process is, therefore, to cast the short pieces of pipe. These moulds measure from two to four feet in height, and are fitted for casting pipe whose diameter varies externally from two to six inches, and internally from half an inch to four inches. The mould consists of two semi-cylindrical halves, which, on being brought together, form the external contour of the pipe, while a spindle or steel core, running down the centre of the hollow cavity, regulates the in- ternal diameter of the pipe. A small melting-furnace is appropriated for the pipe-casting, the lead being carefully skimmed from dross while melting ; and when the fusion is complete the melted metal is poured into the mould, the upper end of which is open and the lower end closed. The quantity of lead required for each mould varies from about 24 to 200 pounds, according to the thickness of the pipe. The metal being solidified and sufficiently cool for handling, the two halves of the mould are drawn asunder and the lead removed, the technical name of the “ plug” being applied to the short thick piece of pipe thus produced. Next ensues the very singular method whereby the plug is elongated to the required dimensions. The “ drawing-bench” is a frame about thirty feet long and three in height, having in the middle of its length mechanism for producing the elongation. An endless chain is kept in constant motion round two wheels or rollers, one near the end and the other near the middle of the draw-bench, insomuch that a hook or a clasp connected with one of the links would be forcibly drawn along the bench. A mandril, or steel rod, corresponding in size with the internal diameter of the pipe, is inserted into one of the short pipes or plugs, and then so connected with the endless chain as to be drawn along the bench ; but in its progress the pipe has to pass through a hole in a steel plate, or die, rather smaller than the diameter of the lead itself, by which its external diameter becomes somewhat reduced and its length increased. Again and again is the pipe, with its contained mandril, drawn along the frame, the die being exchanged after each drawing and replaced by one of smaller diameter. In producing a two-inch pipe no fewer than sixteen dies are employed, the diameters of which descend in a regular series. The hole through the die is conical, that is, larger on one side of the die than on the other, and the lead enters the hole at the widest part, whereby a process of compression is undergone ; but at a certain point in the opera- tions a “cutting-die” is introduced, that is, one wherein the lead is at once exposed to a cutting edge, the result of which is that a thin film is cut or scraped from tin? whole surface of the pipe. By the time that all tliis routine is undergone the metal has become more dense and compact, the temperature so high as scarcely to be bearable by the hand, the length greatly increased, and the external diameter proportionably diminished. After this the elongated pipe is removed from the mandril, and is then ready for disposal to the plumber. Lead-pipe is also manufactured by forcing it through dies, and the process, as improved by Mr. Corneil, of New York, is thus de- scribed by him in the specifications of his patent : My invention consists of certain improvements in the arrangement and combination of the machinery or apparatus heretofore used for similar purposes, and in the construction and application of certain additional machinery or apparatus, and the combination thereof wi!h the other apparatus, as herein described. My machine is applicable to the manufacture of pipes and tubes o f lead, and such other metals and their alloys as are capable of being squeezed or forced by means of great pressure from a cylinder or re- ceiver through or between apertures, dies, cores, or mandrils, when in a solid or semi-fluid state, and is mainly referable in its general con- struction and purposes to the machine patented by Thomas Burr in Great Britain, and described in the first volume of the first series of the “ London Journal of Arts and Sciences.” In my machine I use the hydraulic press, the lead cylinder or re- ceiver, the columns or pillars connecting the hydraulic press with the lead cylinder, the movable ram for pressing the piston upon the lead m the cylinder or receiver, the dies and cores to give the pipes the required form, and calibre, and dimensions, and such other parts of the old machines as may be necessary, substantially similar to the machine of the said Thomas Burr. Fig. 2580 represents my invention, showing how, by different ar- rangements of the machinery, the power may be applied to the lead cylinder, which in this case is movable, while the piston is sta- tionary. This figure is a sectional view of the hydraulic press and pipe ma- chinery in which the long movable core is used. In the figure, A is the hydraulic cylinder, and B the ram rising therefrom. A cross-head is attached to the hydraulic cylinder in the usual manner, and i» 2580. 218 LENS. connected with the upper cross-head I, by means of the rods L L, which are secured at the top and bottom by the nuts M M M M, turned on the screws at the ends of the rods. On the top of the ram a head-block C is placed, and there secured. A foot-block D is attached to the bottom of the lead cylin- der E, and the head-block, the foot-block, and the lead cylinder are secured firmly together by the bolts F F. By this arrangement the lead cylinder will be moved upwards and downwards by the ram of the hydraulic press. To the upper cross-head I the hollow piston H is attached, and secured by means of the bolts K K having screws and nuts at the ends. The die P is placed in the lower end of the piston, which is hollowed throughout, and communicates with the aperture 0 made through the upper cross head. The long movable core N which is used in this case, is firmly secured to the head-block of the ram, extending upwards through the centre of the lead cylinder, and a short distance above it, to be inserted through the die in the end of the piston. The position of the core is regulated by means of the set-screws G G, four in number, which move the core laterally, and set it centrally in the die. When all the parts are thus arranged, the lead cylinder is raised up to the lower end of the piston, the end of the core passing through the die, and being there adjusted centrally by the set-screws, the lead cylinder is charged, and the power of the press applied. The ram is forced upwards, carrying the lead cylinder before it, which passes over the piston. The pipe is formed at the point of pressure, as before, passing through the hollow piston through the aper- ture O, and out at the top of the machine. The core in this arrangement moves upwards with the lead cylinder through the die and the hollow piston. A strong metallic ring is placed and firmly secured on the lower cross-head, encircling the ram B, to act as a guide for the ram, keeping it steady and giving it the prec se direction. LENS. In optics, a piece of glass, or other transparent substance, having its two surfaces so formed that the ray s of light have their direction changed by passing through it ; so that they either converge, tending to a point beyond the lens, or diverge, as if they proceeded from a point before the lens ; or become parallel, after converging or diverging. A double convex lens, Fig. 2581, is bounded by two convex spherical surfaces, whose centres are on opposite sides of the lens. It is equally convex when the radii of both surfaces (that is, the distances from the centres to the circumferences of the circle they belong to) are equal, and unequally convex when their radii or distances are unequal. A plano-convex lens, Fig. 2582, is bounded by a plane surface on one side, and by a convex one on the other. A double concave lens, Fig. 2583, is bounded by two concave spherical surfaces whose centres are on opposite sides of the lens. A plano-concave lens, Fig. 258-1, is bounded by a plane surface on one side, and a concave one on the other. A meniscus, Fig. 2585, is bounded by a concave and a convex spherical surface ; and these two sur- faces meet, if continued. The focal distance, or distance of the focus from the surface of the lens, depends both upon the form of the lens and of the refractive power of the substance of which it is made ; in a glass lens, both sides of which are equally convex, the focus is situated nearly at the centre of the sphere of which the surface of the lens forms a portion ; it is at the distance, therefore, of the radius of the sphere. Fig. 2587. Plano-convex lens and rays converging. — Fig. 2586. Lenses that have one side flat and the otner convex, (plano-convex,) have their focus at the distance of the diameter of a sphere, of which the convex surface of the lens forms a portion, as represented in the figure. According to some opticians, the greatest diameter of a lens is half an inch ; if it exceed that thickness they do not call it a lens, but a lenticular glass. Lenses are made either by blowing or grinding. Blown lenses are small globules of glass melted in the flame of a lamp ; ground lenses are reduced by grinding and polishing. A variety of simple apparatus is employed in the processes of grinding and polishing lenses, among which the one shown in Fig. 2588 is much used, a shows the edge of a circular lap or slab, used for grinding flat glasses upon ; b a circular tool or block, upon the under surface of which the glasses to be ground are cemented; c is a reciprocating bar; d a box containing any weighty matter ; e a long mortised aperture in the frame, through which the bar c freely works ; f a crank ; g a winch; h a double pulley-wheel, the axis of which rests in the block j a single pulley-wheel. Now on turning the crank bv the winch g, the bar c gives to b an eccentric motion ; the attrition of b on the surface of the lap a being increased or diminished at pleasure by increasing or diminishing the load in the box d. It should be noticed that the cord which passes round the pulley h is crossed previous to its embracing the periphery of the pulley i, consequently a motion is given to the lap a tire reverse of that given to b, which is considered to produce the best effect of grinding. The apparatus described is LEWIS. 2 IS devoted to the producing of plane surfaces to optical glasses ; but the apparatus on the other side oi the machine is, at the same time, by similar arrangements, employed in grinding concave or convex sur- faces. For this purpose a variety of laps and other tools are so made as to fit on the bed l, which bed is adjustable by four equidistant screws. The pulley o is driven by another band on the pulley h, anc the required pressure given by another loaded boxy*. The several tools used are screwed on at m, and are adapted for ready changing, that the operations may be performed with celerity. LEV ER. One of the Mechanical Powers, which see. LEWIS. When stone are to be laid into masonry, that are too heavy for the workmen to handle 2591. w ithout resort to machinery, it becomes necessary to provide means for suspending them so as to leave the lower surface and two of the joints unobstructed. This is usually done by drilling a hole in tha upper surface, in which is placed an iron bolt secured by a key. The bolt has an eye or ring, by which it may be attached to the machine which is to suspend the stone. This bolt and key is called a “ Lewis,” from the name of the inventor. The single lewis is in the form of Fig. 2689, and is generally used to suspend stone not exceeding 600 pounds weight. The double, or chain lewis, is in the fomn of Fig. 2590. This was the form of the lewis which was chiefly used on the U. S. Dry Dock at Brooklyn, for suspending stone from 600 pounds to 10,000 pounds; and stone of twice this weight were suspended with two lewises of this description. The floor of this dock is an inverted arch, and the sides are made up of alter courses, the top surface of which show as coping stone. To suspend stone of this descrip- tion, as well as steps and coping, without marring the upiper surface, has been long a desideratum. In Fig. 2591 is exhibited a drawing of Lidgewood’s lever lewis, by means of which all this description of stone were set on the dock — some of them weighing seven tons. The mitre sills on the same work were enormously heavy : the centre stone weighed nearly twenty-five tons, and two others over twenty tons, and several others nearly as large. These stone were suspended by a frame, as shown in Fig. 2691. LIGHT. The cause of those sensations which we refer to the eyes, or that which produces the sense of seeing. The phenomena of light and vision have always been regarded as one of the most interesting branches of natural science ; though it is only since the days of Newton that they have been examined with such care as to afford grounds for any safe speculation respecting the nature of light, and the mode of its propagation through sprace. Experiments of the simplest and most familiar kind suffice to show that light is propagated from 220 LIGHT. luminous bodies in all directions. Provided nothing intervenes to intercept the light, they arc seen it all situations of the eye. Another property of light is, that it requires time for its propagation. The velocity with which it passes from one point to another is, however, so great, that, with respect to any terrestrial distances, the passage may be considered as instantaneous. But astronomy furnishes the means, not only of detecting its propagation, but of measuring its velocity with great precision. The eclipses and emersions ot Jupiter’s satellites become visible about 16 min. 26 sec. earlier when the earth is at its least distance from Jupiter, than w T hen it is at its greatest. Light, therefore, occupies above a quarter of an hour in passing through the diameter of the earth's orbit. Now the sun’s distance from the earth being nearly 95,000,000 of miles, it follows that light must travel through space with the prodigious, though finite, velocity of 192,500, or nearly 200,000 miles in a second of time, and consequently would pass round the earth in the eighth part of a second. Astounding as this conclusion is, no result of science rests on more certain evidence. It is also proved, by the phenomena of aberration, that the light of the sun, planets, and all the fixed stars, travels with one and the same velocity. Theories of light. — Two different theories have long divided the opinion of philosophers respecting the nature and propagation of light. One of these consists in supposing it to be composed of particles of excessive minuteness, projected from the luminous body with a velocity equal to nearly 200,000 miles in a second. This hypothesis was adopted by Newton, and, till recently, has been acquiesced in by the greater number of writers on optics. The other hypothesis supposes light to be produced by the vibra tions or undulations of an ethereal fluid of great elasticity, which pervades all space and penetrates all substances, and to which the luminous body gives an impulse which is propagated with inconceivable rapidity, in spherical superficies, by a sort of tremor or undulation, as sound is conveyed through the atmosphere, or a wave along the surface of water. Both of these hypotheses are rendered probable by the great number of phenomena of which they afford a mechanical explanation ; but they are both, also, attended with very great difficulties. Other theories have also been proposed; but they have not met with such general attention from philosophers as to make it necessary to explain them in this place. Corpuscular theory of light. — Sir John Herschel, in his admirable Essay on Light, in the Encyclopaedia Metropolitana, states the principles of the Newtonian or Corpuscular theory as follows : 1. “That light consists of particles of matter possessed of inertia, and endowed with attractive and repulsive forces, and projected or emitted from all luminous bodies with nearly the same velocity, about 200,000 miles per second. 2. That these particles differ from each other by the intensity of the attractive and repulsive forces which reside in them ; and in their relations to tire material world ; and also in their actual masses, or inertia. 3. That these particles, impinging on the retina, stimulate and excite vision : the particles whose inertia is greatest, producing the sensation of red ; those of the least inertia, of violet ; and those in which it is intermediate, the intermediate colors. 4. That the molecules of material bodies and those of light exert a mutual action on each other, which consists in attraction ana repulsion, according to some law or function of the distance between them ; that this law is such as to admit, perhaps, of several alternations or changes from repulsive to attractive force ; but that when the distance is below a certain very small limit it is always attractive up to actual contact ; and that beyond this limit resides at least one sphere of repulsion. This repulsive force is that which causes the reflection of light at the external*surfaces of dense media ; and the interior attraction that wdiich produces the refraction and interior reflection of light. 5. That these forces have different absolute values or intensities, not only for all different material bodies, but for every different species of the luminous molecules, being of a nature analogous tc chemical affinities or electric attractions ; and that hence arises the different refrangibilities of the rays of light. 6. That the motion of a particle of light, under the influence of these forces and its own velocity, is regulated by the same mechanical laws which govern the motions of ordinary matter; and that there- fore each particle describes a trajectory, capable of strict calculation as soon as the forces which act on it are assigned. 7. That the distance between the molecules of material bodies is exceedingly small in comparison with the extent of their spheres of attraction and repulsion on the particles of light. 8. That the forces which produce the reflection and refraction of light are, nevertheless, absolutely insensible at all measurable or appreciable distances from the molecules which exert them. 9. That every luminous molecule, during tire whole of its progress through space, is continually passing through certain periodically recurring states, called by Newton fits of easy reflection and easy transmission, in virtue of which they are more disposed, wdien in the former states or phases of their periods, to obey the influence of the repulsive or reflective forces of the molecules of a medium; and when in the latter, of the attractive.” Such are the postulates on which the corpuscular theory of light depends. Most of them may be admitted without difficulty; and they afford data for the application of mathematical reasoning to the phenomena, which may be investigated by the same sort of analysis with which mathematicians are already familiar in the theories of heat, capillary attraction, and other molecular forces. Undulatory theory. — The principles of the undulatory theory are thus stated by Sir J. Herschel: 1. “ That an excessively rare, subtle, and elastic medium, or ether, fills all space, and pervades all material bodies, occupying the intervals between their molecules ; and either by passing freely among them, or by its extreme rarity, offering no resistance to the motion of the earth, the planets, or comets, in their orbits, appreciable by the most delicate astronomical observations ; and having inertia, but not gravity. 2. That the molecules of the ether are susceptible of being set in motion by the agitation of the par- ticles of ponderablo matter; and that when any one is thus set in motion it communicates a similai LIGHT, ARTIFICIAL. 22 1 motion to those adjacent to it ; and thus the motion is propagated further and further in all directions, according to the same mechanical laws which regulate the propagation of undulations in other elastic media, as air, water, or solids, according to their respective constitutions. 3. That in the interior of refracting media the ether exists in a state of less elasticity, compared with its density, than in vacuo, ( i . e., in space empty of all other matter ;) and that the more refractive the medium, the less, relatively speaking, is the elasticity of the ether in its interior. 4. That vibrations communicated to the ether in free space are propagated through refractive media by means of the ether in their interior, but with a velocity corresponding to its inferior degree of elasticity. 5. That when regular vibratory motions of a proper kind are propagated through the ether, and, passing through our eyes, reach and agitate the nerves of our retina, they produce in us the sensation of light, in a manner bearing a more or less close analogy to that in which the vibrations of the air affect our auditory nerves with that of sound. 6. That as, in the doctrine of sound, the frequency of the aerial pulses, or tire number of excursions to and fro from the point of rest made by each molecule of the air, determines the pitch or note ; so, in the theory of light, the frequency of the pulses, or number of impulses made on our nerves in a given time by the ethereal molecules next in contact with them, determines the color of the light ; and that as the absolute extent of the motion to and fro of the particles of air determines the loudness of the sound, so the amplitude or extent of the excursions of the ethereal molecules from their points of rest determines the brightness or intensity of the light.” Whichever theory we adopt to explain the phenomena of light, we are led to conclusions which strike the mind with astonishment. According to the corpuscular theory, the molecules of light are supposed to be endowed with attractive and repulsive forces, to have poles, to balance themselves about their centres of gravity, and to possess other physical properties which we can only ascribe to ponderable matter. In speaking of these properties it is difficult to divest one’s self of the idea of sensible magni- tude, or by any strain of the imagination to conceive that particles to which they belong can be so amazingly small as those of light demonstrably are. If a molecule of light weighed a single grain, its momentum (by reason of the enormous velocity with which it moves) would be such that its effect would be equal to that of a cannon-ball of 150 pounds, projected with a velocity of 1000 feet per second. How inconceivably small must they, therefore, be, when millions of molecules, collected by lenses or mirrors, have never been found to produce the slightest effect on the most delicate apparatus contrived expressly for the purpose of rendering their materiality sensible ! If the corpuscular theory astonishes us by the extreme minuteness and prodigious velocity of the luminous molecules, the numerical results deduced from the undulatory theory are not less overwhelm- ing. The extreme smallness of the amplitude of the vibrations, and the almost inconceivable, but still measurable rapidity with which they succeed each other, were computed by Dr. Young, and are ex- hibited by Sir J. Iierschel in the following table : 1 Colors. Length of undu- lation in parts of an inch. Number of undulations in an inch. Number of undulations per second. Extreme Red 0-0000266 37640 458,000000,000000 Red 00000256 39180 477,000000,000000 Orange 0-0000240 41610 506,000000,000000 Yellow 0-0000227 44000 535,000000,000000 Green 0-0000211 47460 577,000000,000000 Blue 0-0000196 51110 622,000000,000000 Indigo 0-0000185 54070 658,000000,000000 Violet 0 0000174 57490 699,000000,000000 Extreme Violet 00000167 59750 727,000000,000000 The velocity of light being assumed at 192,000 miles per second. On a cursory view, it must appear singular that two hypotheses, founded on assumptions so essentially different, should concur in affording the means of explaining so great a number of facts with equal pre- cision and almost equal facility. This, however, is the case with respect to the corpuscular and undu- latory theories of light, from both of which the mathematical laws to which the phenomena are subject may be deduced, though not in all cases with the same degree of facility. LIGHT, ARTIFICIAL. The importance of obtaining a brilliant and economical light for public and domestic purposes, has exercised the ingenuity and scientific research of eminent men for a century past. And although their labors have resulted in discoveries of great value, the desideratum so steadily sought after has not yet been attained. The introduction of coal-gas, in 1798, by Mr. William Murdock, engineer to Messrs. Bolton and Watt, was an invention of the highest order, and one that has conferred most important benefits upon society. The subsequent use of oil and resin, as substitutes for coal, to avoid the difficulties of purification re- quired by the latter, did not result in any improvement of economy or illuminating power. The dis- covery of the voltaic and oxy-hydrogen lime light was a brilliant addition to our stock of chemical science, but neither of them have yet been reduced to any thing like a practical form suited to public or domestic uses. 222 LIME. The requirements of the case may be stated thus: 1st, intense illuminating power; 2d, economy 3d, portability ; 4th, small radiation of heat ; 5th, perfect ventilation ; 6th, simplicity in the production and steadiness of combustion, so as to insure uniform power of light. To obtain an artificial light combining all these requisites, is now one of the most interesting problems of this era of useful inventions, and its solution will place the discoverer on the same eminence with Newton, Watt, Fulton, and Morse. There is, therefore, no field of research that promises more sub- stantial rewards to the successful than the invention of a simple, economical, and powerful light, as the want of it is felt by the whole civilized world. That this subject has already attracted the attention of both scientific and practical men in this country, as well as abroad, we have abundant proofs in the frequent announcement of grand discoveries in the production of artificial light, that, upon investigation, prove to be either new discoveries of old chemical experiments, by some tyro or quack, or else are of no value practically, owing to the chemical or mechanical cost of production. It is very easy to assure the public that water can be made to burn, or that a whole city is about to be completely illuminated with a single gas-light. The demonstration of such wonders is, however, probably reserved for a future age. At present we would only direct the attention of our ingenious countrymen to the simple fact, that this subject is one of universal public importance, presenting a broad scope for the exercise of their inventive faculties. LIGHT-HOUSES. See Sea-Lights, under which head the subject should be treated. LIGHTNING CONDUCTORS are pointed metallic rods, fixed to the upper parts of buildings to secure them from strokes of lightning. They were invented and proposed by Dr. Franklin for this purpose, and they exhibit a very important and useful application of modern discoveries in the science of electricity. See Electricity. LIFE-BOAT. A boat originally made at Shields, in 1*789, by Mr. Greathead, for saving the crews oi shipwrecked vessels. The following are the general principles : The boat is wide and shallow ; the head and stern are alike, for pulling in either direction, and raised, to meet the waves ; it pulls double- banked, the oars being fir, for lightness, and fitted with thole-pins and grummets, and is steered with an oar. The boat is cased round inside, on the upper part, with cork, in order to secure her buoyancy with as many persons as she can carry, even though full of water ; the cork likewise assists in maintaining, or, if overset, in recovering, the position of stable equilibrium. The boat is painted white, to be conspicuous in emerging from the hollow of the sea. It is a curious fact that the smugglers paint their boats white for the contrary reason, because dark-colored objects alone are discernible in dark nights. The loss by fire constantly occurring on the western waters is a proof of the necessity for greater and more effective means of saving life, than are yet adopted in our mercantile marine of all classes nearly. That this should be so is doubly surprising, when, in our very midst, we have the remedy in Francis’s galvanized iron life-boat, of which it may be stated, they are never leaky. They may be thrown overboard without injury, or lessening their usefulness; they right themselves, if swamped ; and, when full of water, a thirty-foot boat will sustain forty people, so long as they can hold on to the beckets, with which each boat is provided. The non-inflammable material of their construction is another great safety on going alongside a burning wreck ; and in a heavy sea their elasticity and buoy- ancy preserves them alongside a sinking wreck, in circumstances which invariably destroy a wood-boat at the time when she is most needed. These boats are manufactured by Mr. Francis, at the Novelty Works of Stillman, Allen & Co., on the East River. LIME. Carbonate of lime is the substance forming the principal ingredient of all natural limestones, which may be classified, from their outward mineralogical characters, under the following arrangement: Granular limestone, with a decidedly crystalline grain : the different varieties of marble, (Parian, Carrara,) and particularly the old mountain limestone, belong to this class. Compact limestone occurs in quite as great a variety of colored species as the foregoing, but is never so white. It is found in all geological formations, and is named according to its age, or from the forma- tions of which it is a member ; w 7 e thus have transition limestone, graywacke limestone, carboniferous limestone, mountain limestone, shell limestone, lias limestone, fresh-water limestone, &c. Limestone Breccia, consisting of lumps of limestone, cemented together by another limestone mass. Limestone marl, more or less uniformly mixed with clay, of a dense earthy fracture. This and the foregoing variety belong to no particular member of the stratified rocks, exclusively. Silicious limestone contains numerous silicious minerals, as quartz, hornestene, chalcedony, opal, *5 11-6 Alumina I — — — — — — 1-0 3-8 3‘6 Oxide of iron f 5-0 7-8 90 9-0 5-4 13.4 Carbon j — — — — — — — 2-0 Water — — — — — — l-o — — The Lime obtained by burning the above contained in 100 parts: Lime 87-0 84-0 82-0 82-0 83-0 79-3 70-0 74-0 68-3 Magnesia 4-0 2-5 L5 1-5 — 8-5 1-0 2 0 2-0 Clay 9-0 13'5 16-5 16-5 7-0 16-7 29-0 17-0 24-0 Oxide of iron — — — — 10-0 — — 7-0 5-7 | The first five numbers yield lime of very moderate, the last four, of a very marked hydraulic chai - acter. It will be seen by the table below, that this property increases with the quantity of matter in- soluble in muriatic acid. This substance consists chiefly of a combination of silica and alumina, but is often composed nearly entirely of silica in the soluble modification. It becomes of great importance to obtain a knowledge of this insoluble portion, as upon it the hydraulic properties depend. This has con- sequently received more attention in recent analyses, as will be seen by the following examples : Burnt hydraulic lime is (with few exceptions) soluble in acids ; and, in proof of the presence of a silicate that can be decomposed by acids, a thick jelly of silica is produced. This property of yielding gelatinous silica stands, therefore, in intimate connection with the property of becoming hard under water. Unburnt, pulverized stones do not harden, as is well known ; and hydraulic lime, mixed with water, acquires a certain consistence much before it becomes hard. Moistened hydraulic lime produces, m the first instance, a connected, very soft, friable mass, which is easily scratched by the nail ; at a much later period, this mass, when covered with water, acquires a hardness which is quite equal to, and often exceeds that of, the limestone itself. As a general fact, the time in which different hydraulic lime- stones become hard is very variable, and the chemical action, which is the cause of the hardening, is consequently very unequal. The degree of hardness which they acquire is also not the same ; those that harden slowly are often more compact than those which harden in a shorter time. The time re- quired for hardening varies from a few minutes to weeks and months, and bears some relation to the amount of the aluminous constituent in the lime. The more the limestones contain of this ingredient, the more quickly they harden. The hardening and solidification of the hydraulic stones being, therefore, dependent upon the chemical reaction of their two ingredients, the relative proportions of these cannot be a matter of indifference ; and as there are varieties which, from the smaller quantity of the silicious constituents contained in them, approach the ordinary limestones in properties, so there are others, iif 228 LIME. which this ingredient obtains so great a preponderance, and in which the amount of carbonate of lime ii so small, that they no longer exhibit the hydraulic property. All mineral substances which possess the property of rendering ordinary limestone hydraulic, are very appropriately called cements. Contains silicious clay. Moderately good hydraulic lime. Ordinary hydraulic lime. Best hydraulic lime. Intermediate lime. Bad intermediate cement. Ordinary cement. Best intermediate cement. Transition to Puz- zolana. Before burning (to 100 car- ) bonate of lime.) ) 12 20 25 30 37 56 156 510 After burning (to 100 caustic ) lime.) ) 22 36 | 44 53 65 100 273 900 This division is of course quite arbitrary, no classes existing in nature, but only transitions ; it is, however, convenient when its true signification is borne in mind. There must necessarily be numerous exceptions, for this reason, that the property of hardening in one and the same specimen of lime varies with the temperature at which it has been burnt ; thus several varieties belonging to the third class, when imperfectly burnt (i. e., when the whole of their carbonic acid has not been expelled) yield an hy- draulic lime of the second best quality. Yicat has determined in single cases the amount of imperfect calcination by the amount of carbonic acid not expelled from the lime, and has tested the property ol hardening in these different gradations. Thus one variety of limestone in which the carbonic acid re maining in it amounted to 30 per cent. 27 per cent. 26 per cent. 23 per cent. 20 per cent. 10 per cent yielded a mortar which hardened in 15 minutes 12 minutes 7 minutes 9 days 30 days 9 days. whence it is obvious, that in the course of calcination, and with the increase in the amount of caustic lime, a great diversity of relations between it and the aluminous constituent are created, upon one of which, or upon several at once, the property of rapidly hardening is chiefly dependent. Too much heat in the kiln and incipient fusion, renders the lime very much weaker than it should be when the process is properly conducted, and at last disqualifies it completely. It must be noticed lastly, that hydraulic lime never hardens, when it is immediately immersed in water, before having acquired a certain con- sistence. In this case, the particles never agglutinate properly together, but form a porous mass. Many limestones, particularly those which form the boundary between the hydraulic limestones and the cements, possess the very objectionable property of containing portions which slake at a subsequent period, when the greater bulk has already solidified and become hard. The mortar then falls to pieces. and is rendered perfectly useless. It would appear as if particles of lime were in this case so enveloped, as only to become penetrated by the water in the course of the process of hardening. Calcination. — Hydraulic lime is burnt in a similar manner to ordinary limestone ; a much less degree of heat, however, is required. Perpetual kilns are used ; the burnt stones are reduced to powder under stampers or ground in a mill ; the powder is passed through a sieve, and is then in a fit state for use. Those varieties of hydraulic lime which slake easily, need not even be reduced to powder. A great error is, however, committed in exposing the hydraulic lime (particularly in the state of powder) for any length of time, during carriage, or in warehouses, to the moisture in the atmosphere ; the greater part of its good properties are thus gradually destroyed, and it afterwards hardens very slowly or not at all. It need hardly be mentioned, that a larger stock of hydraulic lime should never be made than is intended for immediate consumption. With reference to this point, Yicat has shown, that hydraulic lime which has once attracted moisture, may be made to set, by renewed pulverization and mixture with water; but the action is much slower, and it is converted into an article of the worst quality. Theory of hardening or solidification. — The solidification of hydraulic lime is supposed to be due to the presence and mutual action of the silica and caustic lime contained in it. The final result is derived from two operations. During calcination , the lime is rendered caustic by the evolution of carbonic acid, and this caustic lime then reacts upon the silicious clay, converting it into a compound that is easily decomposed by acids. The excess of caustic lime, as well as the compound into which the silicious clay has been converted, then react upon each other, when mortar is prepared from the ground burnt lime, in such a manner, that a solid stone-like silicate is produced in the humid way. The water here obviously has a double action. Dry substances, like lime and the silicate of alumina, act very little, or, nnder certain circumstances, not at all, upon each other, unless the solvent power of water is employed to bring them into intimate contact. During solidification, the water will constantly transfer the lime which it has dissolved, to the silicious particles ; it will then dissolve fresh lime, which is again om LIME. 229 ployed in the production of the silicate, and so on. The process of solidification is not so much the con- version of a ready formed silicate into a hydrate, as the format ion of a hydrated silicate in one and the same operation. The action of the day. — The silica may be replaced, as is indeed the case in the greater number of dydraulic limestones, by different silicates. Amongst these, the clays are the most important. The great diversity in the nature of the clays does not admit of the supposition that their action is always the same, but nevertheless they all yield a substance with lime which hardens well, and in some cases affords excellent mortar. All must be previously burnt, particularly potter’s-clay. In some cases, it is necessary to calcine the clay with lime. The common ferruginous brick-earth hardly binds at all with lime when only slightly burnt, but when strongly heated, to the point of incipient fusion, the oxide of iron enters into combination with the clay, aDcl a vei-y powerful solidification then ensues with lime. Artificial hydraulic lime . — Artificial mixtures of appropriate silicates with lime, under proper treat- ment, possess the hydraulic property in quite as eminent a degree as the natural productions. Experi- ence has indeed anticipated theory in this fact by several centuries. The Romans were well acquainted with the use of lime-mortar, and applied it both in the construction of buildings and roads ; they also soon made the important discovery that a certain soft, porous, almost earthy rock, containing pumice- stone, and resembling this in composition, and which was found on the coasts of the Bay of Bay® and Naples, particularly in the neighborhood of Puteoli, possessed the valuable property of forming an hy- draulic mortar with burnt lime. They called the rock pulvis Putcolanus ; it is described by Vitruvius and by Pliny, and was employed, mixed with an equal quantity of lime, for building under water. The pulvis Puteolanus was precisely the same substance as is known in the present day under the name of Puzzolana. The modern name of the town Puteoli is Puzzuoli. 2Vass, or tarras. — After entering Germany, and having taken possession of the Rhine, the Romans soon recognized, in the layers of trass, near Bonn, the well-known pulvis Puteolanus, and opened the quarries, whence this important material is distributed, far and wide, even to the present day. Both Puzzolana and trass are conglomerates of fragments of volcanic rocks, transposed by the agency of water from their original sites ; they'often contain fragments of basalt, pumice-stone, trachyte, clay-slate, &c.. indicating at once the connection of the one with Vesuvius, and of the other with the volcanoes of Eifel. The trass in Brohlthal is derived from the constituents of the trachyte rocks in the neighborhood ; it forms very thick beds, often filling entire valleys, and is in the form of a friable, easily pulverized stone, the color of which is generally light, passing from a yellowish to a greenish hue. It is ground in a number of stamping-mills in the neighborhood, and exported in the form of a fine powder. Like most other volcanic productions, as basalt, klingstein, &c., trass is resolved into two distinct silicates by chem- ical agency. The one is readily soluble in muriatic acid, the other resists solution. Puzzolana . — Berthier found the Italian Puzzolana composed of 44’5 per cent, silica, 15 0 alumina, 8'8 lime, 4’7 magnesia, 12'0 oxide of iron and titanium, 1'4 potash, 4T soda, and 9’2 water. Clay as cement. — All those substances which render fat, slaked lime hydraulic, are called cements. Puzzolana, trass, and all similar cements have the advantage of requiring no preparation by burning, but are capable of acting iii the natural state — of course in fine powder, that they may be properly mixed. All varieties of clay, to be used for cements, must be disintegrated by burning, with or without a certain proportion of lime, according to their different characters. They then afford very powerful cements, which property, however, is very much influenced by the temperature to which they have been exposed, and the manner in which they have been burnt. Treussart made some bricks from a clay which is used in Strasburg for the manufacture of alum, and contains 50 silica, 32’7 alumina, T6 mag- nesia, with mere traces of oxide of iron ; a part of these he burnt in the alum-furnace, and the others in a lime-kiln. When the burnt clays were made into mortar with half their weight of slaked lime, a great difference was observed in the two kinds ; that which had been burnt in the alum-furnace hard- ened in two or three days, and would withstand a weight of 400 pounds without being crushed, while that from the lime-kiln did not harden for thirty days, and, placed in the same circumstances, broke under a weight of fifty or sixty pounds. A similar comparison, instituted with two mortars, also com- posed of one part slaked lime and two parts cement, the one of which consisted of simple clay, the other of clay that had been calcined with 2 per cent, of lime, led to the same result in favor of the latter mortar, which hardened in 17 days, while the former required 30 days. The excellent hydraulic mortar of Tournay, known under the name of “ cendree ,” is prepared from the refuse which is left on burning the lias limestone. This waste, which remains after removing the lumps oi lime, consists of small fragments of lime and of the ash, (the coal there used yielding a large amount of ash,) in about the proportions of 1 : 3. The mixture is slaked in a small quantity of water, and before being used is well beaten and worked about. Dr. Eisner has published the following analyses of certain iron slags which are found to afford excel- lent hydraulic mortar when mixed with burnt lime : I. II. Silica 40*44 Alumina 15-38 Lime 33-10 Protoxide of manganese 4-40 Protoxide of iron 1-25 1-63 Potash 2-07 Sulphur o-7 e These slags in the state of fine powder, when treated with a small quantity of muriatic acid, are rapidly converted into a uniform gelatinous mass. It is easy to ascertain whether a slag is suited for the production of hydraulic cement, by pouring 230 LINK-MOTION. over it, in the state of fine powder, a small quantity of hydrochloric acid ; if it forms a gelatinous mass after a short time, it will then yield, with lime, a proper mixture for hydraulic mortar. Roman cement. — It is a remarkable fact in the history of hydraulic mortars, which originates, as we have seen, with the Puzzolana and trass employed by the Romans, that the more the knowledge of their uses has been spread, the more substances have been discovered which either act as hydraulic mortars themselves, or can be mixed as cements in the preparation of artificial mortar ; so that what appeared originally a privilege accorded to a few favored spots only, can now be obtained almost everywhere. A strong inducement to study the nature and modes of occurrence of hydraulic lime was created by the patent granted to Parker and Wyatt, in London, in the year 1796, for what they termed “ Roman cement.” The material employed in the manufacture of this cement are the nodules, of an ovoidal or globular form, which are found in the London clay, and known by the name of Septaria. They are calcined in perpetual lime-kilns with coal, in which a very moderate and well-regulated heat is carefully preserved. After calcination, the stones are ground under heavy edgestones to a very fine powder, which is sifted, and then packed in casks for sale. These nodules are found in many localities in this country. Roman cement is one of the most powerful hydraulic mortars, and is exceedingly valuable, not only on account of the rapidity with which it hardens, and this is effected in a very few minutes, but because when hardened in considerable masses it is not liable to crack. All artificial or natural hydraulic limestones are soluble (before as well as after calcination) in mu- riatic acid with the separation of silica, except when sand or some similar substance has been added lo them. The hydraulic limestones, when they do not contain a sufficient quantity of lime to be capable of slaking with water, must be very finely pulverized ; it is only by this high state of division that a proper action can ensue. A thorough penetration of the silicious portion by the lime is never entirely effected, but a certain proportion remains inclosed and removed from the sphere of action. See Mortar. LINK MOTION. — Variable expansion gear, now generally used on locomotives for the movement cl the steam valves, first invented by Mr. Williams of Newcastle. Williams’ incipient link was a slotted straight bar, which connected the straps of the fore and hack eccentrics, formed with ears to secure the linking pins. In the slot of the link, a slide-block hung on the end of a radius link from the valve spin- dle, was adjustable towards one end or the other, to receive the motion of the one or the other eccentric for fore or back gear ; while the link would partake jointly of the two motions of the eccentrics, its hor- izontal motion would be smallest at the centre of its length, and increase towards the extremities : thus by shifting the block towards the centre, the travel of the valve would be reduced, and variable expan- sion thereby obtained. The objections to the special arrangement here proposed are obvious ; the idea has however been de- tffoped by Mr. Howe, into the more practicable arrangement first applied to the engines of Robert 'Mephenson & Co. in 1843, and from this time the link has been adopted generally by all other English manufacturers. Link motions are all of two classes, in which, first the link is suspended directly from a fixed point as a stationary link, fig. 2601 ; secondly, the link is movable vertically, (fig. 2602,) carrying with it of course, the eccentric rods which are directly con- nected to it. In the first class, therefore, the va- riable expansion is accomplished by shifting the' sliding blocks in the link : in the other class, the link is shifted upon the block. The link itself is employed under three general forms, distinguished as much by structural characteristics as by pecu- liarity of action. The box link, the open link joined to the eccentric-rods at the extremities, and the open link joined behind. The box-link, fig. 2598, is formed in two halves or sides bolted to- gether at the extremities, enclosing a rectangular recess for the reception of the block as shown in section. The eccentric-rods are attached to the extreme stud pins, forged on the outside of the link, and thus a clear way is obtained for the blocks from one end of the link to the other ; they may be shifted even to a position concentric with the eccentric rod ends. The two forms of open fink are adopted with a view to simplify the parts, the one (fig. 2600,) with the extreme connections, is the form first used by Stephenson; by its form it does not pei-mit of the block being placed concentric with the eccentric rod ends, the range being so limited, it is plain that the block never can receive and transmit the full throw of the ec- centric to the valve, a feature in which the box-link has the advantage. With this link the throw of the eccentrics and therefore their diameters, must be greater than those required by the box-link for a given maximum travel of valve. The third form of link, (fig. 2599,) connected behind, permits of the same freedom for the block that is yielded by the box-link ; the block may be shifted to a position level with the point of attachment at which it may transmit the whole throw of the eccentric. The over- hung nature of this knuckle-jointed sort of link, and its peculiarly irregular movements in consequence, render it a more ticklish variety than the others ; as, however, it combines the advantage of the box- link in respect of the transmission of the whole motion, with the simplicity of the other link, it is now most commonly employed, at least in locomotives, where vertical clearance is limited. The first qualifications of expansion gear are to insure for every variation of expansive action, a free admission and free release for the steam ; to render the periods of admission equal for the front and back LINK-MOTION. 231 itrokes, and to promote the expansive action of the steam sufficiently to extract the most if not the whok of its works for propulsion, excepting a per centage required for the purposes of the blast. 2G00. Lead. In the stationary link-motions, a constant lead throughout the forward and backward gear is obtained by circling the link to the radius of the valve-rod link, and the same lead may be for the front and back strokes. In the shifting link motion, the lead essentially varies with the expansion, the greater the degree of expansion — that is, the less the admission the greater also is the lead; the lead is thus least in full gear, and attains its maximum in the mid gear ; it may however always be made the same for the front and back strokes, and thus equality is obtained by circling the link to the radius of the eccentric rod. Thus the conditions of constant lead and varying admission which are incompatible with the nature of the shifting link, motion are obtainable by the stationary link with a single valve. The longer the eccentric-rod, and the shorter the link, the less is the variation of lead in the shifting- link motion. The shifting-link motion may with advantage be set with the desired lead in half gear, which is the most ordinary working position of the mechanism ; the evil of varying lead is thus divided and reduced. Linear Advance. With the stationary link the linear advance of the eccentrics is in all cases less than that of the valve, and is a quality affected by the length of the eccentric-rods; these rods by their varying obliquity increase the advance while transmitting it to the link, and the shorter the rods the greater is the difference so caused. With the shifting-link, the linear advance of the valve is in all cases equal to that of the eccentrics in full gear, independent altogether of the length of the rods — expressly meaning by full gear, that the fore rod end is brought into the centre line of the valve rod ; in other po- sitions, however, the linear advance of the valve varies precisely with the lead, as the lead, in fact, partly constitutes the advance. The Motion of the Unk. The motion of the link is composed of the distinct motions of the ec- centrics, and every part of the link is subject to this compound influence. The motion of each eccentric prevails in that half of the link to which it is coupled, and at the centre the motion of the link is equally composed of the two. The final result of this combined action is approximately the same as that available by the action of a single eccentric of variable throw. Thus the object which was proposed to be obtained by the spiral and wedge reversing motions of Fenton and Dodd's variable expansion, with (if possible) constant lead, is realized in the simplest manner by the combined operation of two eccentrics, and with an efficiency and precision which probably the original promoters of the link motion did not anticipate. Horizontal motion communicated to the link by the joint action of the eccentrics is a minimum at the centre of its length, where it is equal to twice the linear advance, and it increases towards the extremities various periods of the block in the link, or of the link on the block, on the general principle that admission varies with the travel of the valve. The distribution derived from the link is affected by the lengoh of the connecting-rod relative to that of the crank ; the shorter the rod, the greater is the front admission, and the less is the admission for the back stroke ; therefore the term “ link-motion ” in so far as it involves the relation of the valve’s motion to that of the piston, virtually includes the proportions of the piston motion. The quality of the motion derived from the link is modified by the positions of the working centres, and most especially of the centres of suspension and connection ; the centre of suspension is the most influential of all in regulating the admission, and its transition horizontally is much more efficacious than a vertical change of place to the same extent. The periods of admission in half gear are much more sensitive to variation by mode of suspension and connection than those in full and mid gear. It is expedient to set the motion right for this position as regards the quality of the admissions, because these differences for other positions are then inconsiderable. There are certain neutral positions of the centre of the suspension, on which the link in vibrating yields equal admissions, and these may be found for any specific arrangement by the method of three trails. These neutral positions may be located either in the centre line of the link, vertically or horizontally in the neighborhood of the middle of the link. As the vertical movement of the body of the link with the consequent slip between the link and the block is the least possible when the suspended centre lies in the centre line of the link, increasing as the centre is removed laterally, the centre line of the link is, in this respect, the most favorable locality for the suspension, though not always practicable for equal admis- sions. It has been found that the stationary and shifting links have not the same neutral centres of sus- pension; that in general the stationary link should be hung by a centre in the neighborhood of the mid- dle of its length, and the shifting link towards one of the extremities. The periods of expansion and release 232 LITHOGRAPHY. increase as those of admission are diminished, and when the points of suppression are equally adjusted those of release do not considerably differ. It has been found in short, that in valves the admissions and the expansions may be made absolutely identical, as in the Great Western link, fig. 2601. An admission of 75 per cent, or three-fourths of the stroke is attended with a mean expansion of 16 percent, of expan- sion, exhausting at 80 per cent. The utmost period of expansion obtained by a stationary link in mid gear is 38 per cent, for 12 per cent, of admission, in which case the steam is cut off at less than one- eighth of the stroke, and expanded into a volume of 50 per cent., or one half stroke 4 times the initial volume exclusive of clearance, after which it exhausts during the remaining half stroke. With the stationary link the shortest admission is 1 1 per cent., or one-ninth of the stroke, expanding into 50 per cent., or 44 times the initial volume, before the release takes place. With the shifting-link, the smallest, attainable admission is about 17 per cent., or one-sixth of the stroke ; this is about one-half more than what is obtained by the stationary link, the difference being due to the excess of lead yielded by the shifting. As the release takes place at half stroke, the shifting-link cannot expand the steam above three times its initial volume, exclusive of clearance. The average period of admission in full gear does not exceed 75 per cent., or three-fourths of the stroke, according to the examples before us. More than this should not be required, nor indeed could it be beneficially employed at regular speed ; the ad- mission may, however, be increased by forcing the mechanism of the valve beyond full gear ; that is, by causing the block to woi’k in the extreme overhung parts of the link, which must be extended for the purpose beyond the centres of connection* by .this expedient the throw of the valve is increased, and it is practicable with the box and back hug links, and may in many cases be usefully employed when a ready start with a heavy train is required. The open link connected by its extremities in its own centre line, is identical in its motions with the box-link : in the use of that fink it is imperative that the throw of the eccentric should be greater than that designed for the valve, as in full gear the block is of necessity placed nearer to the centre of the link than the rod centres. LITHOGRAPHY. The art of transferring from stone writings or drawings made thereon, which is of quite modern invention. Unlike other kinds of printing, this is strictly chemical, and is in conse- quence called, in Germany, chemical printing. A drawing is made on the stone, either with ink con- taining oleaginous matter, or with chalk containing similar substances, but in a more concentrated and indurated state. The drawing is then washed over with water, which sinks into those portions of the stone that are untouched with the grease of the drawing. A cylindrical roller, charged with printing- ink, is then passed all over the stone, and while the drawing receives the ink, the rest of the stone is preserved from it by the water, on account of the greasy nature of the ink. This art is said to have been invented by mere accident, by Alois Senefelder, of Munich. The stones, and the manner in which they are prepared to receive the drawings . — The stone most used in England is found at Corstan, near Bath ; it is one of the white lias beds, but not of so fine a grain, nor so close in texture as the German stone, and therefore inferior ; but it is good for transfers, and does tolerably well for ink drawings or writings. All calcareous stones may be used in lithography, be- cause they imbibe grease and moisture ; but a stone entirely calcareous does not answer well : there should be a mixture of alumina and silex. One of the most certain indications of lithographic properties is the conchoidal fracture ; all stones of this kind will be found good, if they are also hard, have the fineness of grain, and the homogeneousness of texture that are necessary. It is, however, said that none have yet been found equal to those obtained froni the quarries of Solenhofen, near Pappenheim, in Bavaria, and that the lithographers of eminence in Paris use no other. In order to sustain the pressure used in taking impressions, a stone, 12 inches square, ought not to be less than 1 j inch thick, and this thickness should increase with the area of the stone. The stones are first sawn to a proper size, and are then ground smooth and level by rubbing two of them face to face, with water and sand. They must be very carefully examined with a straight-edge, to ascertain that they are perfectly level in every direction. This applies only to the side which is afterwards to receive the drawing, as the natural di- vision of the stone is sufficiently true for the back. When the stones have thus been ground perfectly level, they are well washed, to free them from any of the coarser grains of sand which may have been used in smoothing them. They are then placed on a board over a trough, and they are again rubbed face to face with sand and water, but with a sand of much finer texture than that previously used. The greatest care must be taken to have the sand sufficiently fine ; and for this purpose it must be sifted through a small close sieve, as a single grain of sand of a coarser texture than the rest will scratch the stone, and these scratches will afterwards appear in the impression taken from the stone. When the stones have been rendered sufficiently fine, and their grain sufficiently smooth, they must then be care- fully washed and afterwards wiped dry with a clean soft cloth. This is the plan adopted to prepare the stones for chalk drawings, but to prepare them for ink drawings or writings the following method is the best : After the process just described has been completed, the stones are well washed to get rid of the sand, and they are then rubbed together, face to face, with powdered pumice-stone and water. After they are made perfectly smooth, they are again washed and wiped dry, and are then separately polished with a large piqpe of pumice-stone. To clean the stones after they have been fully used, sand is strewed over the surface, which is sprinkled with water and rubbed with another stone, until the writing or drawing upon it has completely disap- peared. It must then be washed in aquafortis, diluted with twenty times its bulk of water, and the stone is then prepared for a new drawing or writing, by being rubbed with fine sand or pumice-stone as before. The longer drawings remain on stones the deeper the ink or the chalk penetrates into their substance, and consequently the more of the stone must be ground away to remove them; this is also more necessary with iuk drawings or writings than with chalk, owing to the greater fluidity and conse- quent penetrability of the former. The substances used by the artist upon the stone are either lithographic ink or lithographic chalk. LITHOGRAPHY. 233 The ink for making transfers should be somewhat less burned, and therefore softer than that used for writing or drawing directly upon the stone. Lithographic chalk should have all the qualities of a good drawing crayon. It should be even in texture, and carry a good point. The following proportions are recommended : 1 J oz. of common soap, 2 oz. tallow, 2-J oz. virgin wax, 1 oz. shelldac. The rest of the process is the same as in making the ink. Less black should be mixed with the chalk than with the ink, its only use being to color the drawing, that the artist may see the lines he traces. When the whole is well mixed it should be poured into a mould and very strongly pressed, to expel any air that may collect in bubbles, which would render it spongy. Mode of drawing. — Previous to drawing or writing, the stone must be well wiped with a clean dry cloth. The ink is rubbed with water, like Indian ink, and is almost wholly used on the polished stone. The chalk is used only upon the grained stone ; the polished surface of the other would not hold it. In drawing with ink, a gradation of tints is obtained either by varying the thickness of the lines, or their distances from one another, as in engraving. The ink lines on polished stones, being solid and un- broken throughout, receive the printing all over ; and if the lines be drawn as fine and as uniform as they are usually on copper, the print from them will be in no respect inferior ; but it requires a greater degree of skill to execute as well upon stone as is usually done upon copper or steel. In using chalk, the grained stone should be very carefully dusted, and the utmost attention be paid to prevent any lodgment of the smallest particle of grease upon the surface ; personal cleanliness is therefore absolutely necessary to the perfection of his work, especially in chalk drawings. The chalk is used upon the stone precisely in the same manner as crayon upon paper ; but it is of essential ad- vantage in lithography to finish the required strength of tint at once, instead of going over the work a second time, the stone being impaired in its ability to receive the second lining clearly, by the absorp- tion of the first. Some practice is requisite to use the chalk cleverly, as there has been no chalk hith- erto made that will keep so good a point as is desirable. There is likewise some difficulty experienced in obtaining the finer tints sound in the impression ; and in order to obtain the lighter tints properly, it will be necessary to put the chalk in a rest, as the metal-port crayon is too heavy to draw upon the stone. A good lithographer is in the habit, before he commences his subject, of pointing 20 or 30 pieces of chalk, stuck in quill-holders, and placing them beside the stone in a little box, taking them up successively as the points become worn off, so as to avoid, if possible, the cutting off chalk during the work, which endangers the soiling of the stone. When a very sharp and delicate line is required, he sharpens the point of the chalk upon paper, by pushing it forward in an inclined position, and twirling it round at the same time between the fore-finger and thumb. As the chalk softens. by the warmth of the hand, it is quite necessary to have several pieces, to be able to change them. Some artists cut their chalk into the wedge form, as being stronger. Those portions that break off in drawing should be carefully taken off the stone by a camel-hair brush. Preparation of the stone for printing . — The drawing being finished on the stone, it is sent to the lithographic printer, on whose knowledge of his art depends the success of the impressions. The first process is to etch the drawing, as it is called. This is done by placing the stone obliquely on one edge, over a trough, and pouring over it very dilute nitric acid. It is poured on the upper part of the stone, and runs down all over the surface. The stone is then turned and placed on the opposite edge, and the etching water being collected from the trough, is again poured over it in the same manner. The degree of strength, which is usually about one per cent, of acid, should be such as to produce a very slight effervescence ; and it is desirable to pass the etching water two or three times over the darkest parts of the drawing, as they require more etching than the lighter tints. Experience alone can, however, guide the lithographer in this department of the art, as different stones and different compositions of chalk will be differently acted upon by the acid, and chalk drawings require a weaker acid than the ink. The stone is next to be carefully washed by pouring clean rain-water over it, and afterwards with gum- water ; and, when not too wet, the roller charged with printing ink is rolled over it in both directions, sideways, and from top to bottom, till the drawing takes the ink. It is then well covered over with a solution of gum-arabic i'n water, of about the consistency of oil. This is allowed to dry, and preserves the draw- ing from any alteration, as the lines cannot spread, in consequence of the pores of the utcne being filled with the gum. After the etching it is desirable to leave the stone for a day, and not more than a week, before it is printed from. The effect of the etching is first to take away the alkali mixed with the chalk or ink, which would make the drawing liable to be affected by the water, and, secondly, to make the stone refuse more decidedly to take any grease. The gum assists in this latter purpose, and is quite essential to the perfect preparation of the surface of the stone. Printing. — When the intention is to print from the stone, it is placed upon the platen or bed of the press, and a proper sized scraper is adjusted to the surface of the stone. Rain-water is then sprinkled over the gum on the stone, which being dissolved gradually, and a wet sponge passed lightly over all, the printer works the ink, which is on the color-table placed beside him, with the roller in all directions, until it is equally and thinly spread on the roller. The roller is then passed over the whole stone, care being taken that the whole drawing receives a due portion of ink ; and this must be done by giving the roller an equal motion and pressure, which will of course require to be increased if the drawing does not receive the ink readily. When the drawing is first used it will not receive the ink so readily as it will afterwards ; and it is frequently necessary to wet the stone, and roll it several times, before it will take the ink easily. After this takes place care must be taken not to wet the stone too much ; the dampness should not be more than is necessary to prevent the ink adhering to the stone where there is no drawing. After the drawing is thus rolled on, the sheet of paper is placed on the stone, and the im- pression taken. Upon taking the paper off the stone, the latter appears to be quite dry, owing to the paper having absorbed the moisture on the surface ; it must therefore be wetted with a sponge, and again rolled with ink, the roller having been well worked on the color-table before being applied During the printing some gum must always remain on the stone, although it will not be visible, other 234 LITHOGRAPHY. wise the ink will he received on the stone as well as on the drawing, by which the latter would 1>« spoiled; so that if by too much wetting, or by rubbing too hard with the sponge the gum is entirely removed, some fresh gum-water must be laid on. If the stone has in the first instance been laid by with too small a quantity of gum, and the ink stains the stone on being first applied to it, gum-water must be used to damp the stone, instead of pure water. Sometimes, however, this may arise from the printing-ink being too thin, as will afterwards appear. If some spots on the stone take the printing-ink, notwithstanding the above precautions, some strong acid must be applied to them with a brush, and, after this is washed off, a little gum-water is dropped in the place. A steel point is here frequently necessary to take off the spots of ink. The edges of the stone are very apt to get soiled, and generally require to be washed with an old sponge after rolling in ; they must also frequently have an application of acid and gum, and sometimes must be rubbed with pumice-stone. If an ink is too thin, and formed of a varnish not sufficiently burned, it will soil the stone, notwithstanding the proper precautions are taken of wetting the stone, and preparing it properly with acid and gum ; and if, on the other hand, the ink is too thick, it will tear the lighter tints of the chalk from the stone, and thus destroy the drawing. The consideration of these circumstances leads at once to the Principles of the printing. — The accidents just mentioned arise at the extreme points of the scale at which the printing-inks can be used, for it is evident that the only inks that can be used are those -which are between these points ; that is, thicker than that which soils the stone, and, at the same time, thinner than that which takes up the drawing. Lithographers are sometimes unable to print in very hot weather, the reason of which may be deduced from the foregoing. Any increase of temperature will diminish the consistency of the printing-ink; the stone will therefore soil with an ink which could be safely used at a lower temperature — hence a stiffer ink must be used. Now, if the temperature should increase so much that the stone will soil with any ink at all less thick than that which will take up the drawing, it is evident that the printing must cease till a cooler temperature can be obtained ; for as the drawing-chalk is affected equally with the printing-ink, the same ink will tear up the drawing at the different degrees of temperature. This, though it sometimes occurs, is a rare case ; but it shows that it is desirable to draw with a chalk or ink of less fatness in summer than in winter, and also that if the printing-room is in winter artificially heated, pains should be taken to regulate the heat as equally as possible. Other difficulties in printing, not referable to the foregoing general principle. — If the pressure of the scraper be too weak, the ink will not be given off to the paper in the impression, although the drawing has been properly charged with it. Defects will also appear from the scraper being notched, or not correctly adjusted, or from any unevenness in the leather or paper. After printing a considerable num- ber of impressions, it sometimes happens that the drawing takes the ink in dark spots in different parts. This arises from the printing-ink becoming too strongly united with the chalk or ink of the drawing, and if the printing be continued, the drawing will be spoiled. The reason of this is easily ascertained. The printing-ink readily unites with the drawing, and being of a thinner consistency, it will, by repeated applications, accumulate on the lines of the drawing, soften them, and make them spread. In this case it is necessary to stop the printing, and let the stone rest for a day or two, for the drawing to recover its proper degree of hardness. If the drawing should run smutty from any of the causes before enu- merated, the following Mixture for cleaning the drawing while printing must be used: Take equal parts of water, spirits of turpentine, and oil of olives, and shake them well together in a glass vial until the mixture froths ; wet the stone and throw this froth upon it, and rub it gently with a soft sponge. The printing-ink will be dissolved, and the whole drawing will also disappear, though, on a close examination, it can be dis- tinguished in faint white lines. On rolling it again with printing-ink the drawing will gradually re appear, as clear as at first. Bleached paper unfit for lithographic printing. — Accidents sometimes occur in the printing from the qualities of the paper. If the paper lias been made from rags which have been bleached with oxy- muriatic acid, the drawing will be incurably spoiled after thirty impressions. Chinese paper has some- times a strong taste of alum ; this is so fatal as sometimes to spoil the drawing after the first impression. When the stone is to be laid by after printing, in order that it may be used again at a future period, the drawing should be rolled in with a Preserving ink — as the printing-inks would, when dry, become so hard that the drawings would not take fresh printing-ink freety. The following is the composition of the printing-ink : Two parts of thick varnish of linseed oil, four parts of tallow, one part of Venetian turpentine, and one part of wax. These must be melted together, then four parts of lamp-black, very carefully and gradually mixed with it ; and it must be preserved for use in a close tin box. Autographic ink, or that which is suitable for transferring on to the stone the writings or drawings which have been executed on paper prepared for that purpose, should possess the following properties : The ink ought to be mellow, and somewhat thicker than that used immediately on stone ; so that when it is dry on the paper, it may still be sufficiently viscous to cause adherence to the stone by simple pressure. The following is the composition: Dry soap, and white wax free from tallow, each 100 drachms, mutton suet, 30 drachms, shell-lac and mastic, each 50 drachms, lamp-black, 30 to 35 drachms ; these materials are to be melted together. Autographic paper. — The operation by which a writing or drawing is transferred from paper to stone, not only affords the means of abridging labor, but also of producing the writings or drawings in the same directions in which they have been traced ; whereas, when they are executed immediately on stone, they must be performed in a direction opposite to that which they are eventually to have. Thus it is necessary to draw those objects on the left, which, in the impression, are to be on the right hand. To acquire the art of reversing subjects when writing or drawing, is both difficult and tedious: while, by the aid of transparent, and of autographic paper, impressions may be readily obtained in the same direction as that in which the writing or the drawing has been made. In order to make a transfer LITHOGRAPHY. on to stone of a writing, or drawing in lithographic ink, or in crayons, or an impression from a copper plate, it is necessary, 1st, that the drawing or transcript should be on a thin and flexible substance, such as common paper ; 2d, that it should be capable of being easily detached from this substance, and transferred entirely on to the stone, by means of pressure. But as the ink with which a drawing is traced penetrates the paper to a certain depth, and adheres to it with considerable tenacity, it would be difficult to detach them perfectly from each other, if, between the paper and the drawing, some sub- stance was not interposed, which, by the portion of water which it is capable of imbibing, should so fai lessen their adhesion to each other, that they may be completely separated in every point. It is to effect this that the paper is prepared, by covering it with a size, which may be written on with facility, and on which the finest lines may be traced without blotting the paper. Various means may be found of communicating this property to paper. The following preparation has always been found to succeed, and which, when the operation is performed with the necessary precautions, admits of the finest and most delicate lines being perfectly transferred, without leaving the faintest trace on the paper. For this purpose, it is necessary to take a strong, unsized paper, and to spread over it a size prepared of .the following materials : starch, 120, gum-arabic, 40, and alum, 21 drachms. A moderately thick paste is made with the starch, by means of heat ; into this paste is thrown the gum-arabic and the alum, which have been previously dissolved in water, and in separate vessels. The whole is mixed well to- gether, and it is applied warm to the sheets of paper, by means of a brush, or a large flat hair-pencil. The paper may be colored by adding to the size a decoction of French berries, in the proportion of ten drachms. After having dried this autographic paper, it is put into a press, to flatten the sheets, and they are made smooth by placing them, two at a time, on a stone, and passing them under the scraper of the lithographic press. If, on trying this paper, it is found to have a tendency to blot, this inconve- nience may be remedied by rubbing it with finely powdered sandarac. Annexed is another recipe, which will be found equally useful, and which has the advantage of being applicable to thin paper, which has been sized. It requires only that the paper be of a firm texture : namely, gum-tragacanth, 4 drachms ; glue, 4 ; Spanish- white, 8 ; and starch, 4 drachms. The tragacanth is put into a large quantity of water to dissolve, thirty-six hours before it is mixed with the other materials ; the glue is to be melted over the fire in the usual manner. A paste is made with the starch; and after having, whilst warm, mixed these several ingredients, the Spanish-white is to be added to them, and a layer of the sizing is to be spread over the paper, as already described, tak- ing care to agitate the mixture with the brush to the bottom of the vessel, that the Spanish-white may be equally distributed throughout the liquid. We will hereafter point out the manner in which it is necessary to proceed, in order to transfer writings and drawings. There are two autographic processes which facilitate and abridge this kind of work when it is desired to copy a fac-simile, or a drawing in lines. The first of these methods is to trace, with autographic ink, any subject whatever, on a trans- parent paper, which is free from grease and from resin, like that which, in commerce, is known by the name of papier vegetal, and to transfer it to stone ; this paper to be covered with a transparent size : this operation is difficult to execute, and requires much address, in consequence of the great tendency which this paper has to cockle or wrinkle when it is wetted. Great facilities will be found from using tissue paper, impregnated with a fine white varnish, and afterwards sized over. In the second process, transparent leaves, formed of gelatin, or fish glue, are employed, and the design is traced on them with the dry point, so as to make an incision ; these traces are to be filled up with autographic ink, and then transferred. We will describe, in their jrroper places, these processes, as well as that of transferring a lithographic or a copper-plate engraving. Autographic processes. — To transfer a drawing or writing to stone, it is made with ink on paper, both prepared in the way we have described. A crayon drawing may, on an emergency, be executed auto- graphieally ; but this mode of procedure is too imperfect to admit of procuring, by its means, neat and perfect proofs ; besides, it is as expeditious to draw immediately on the stone. In order to write, or to draw on autographic paper, a little of the ink of which we have given the composition is diluted with water, taking care to use only rain-water, or such as will readily dissolve soap. The solution is facilitated by slightly warming the water in the cup ; and the ink is dissolved by rubbing the end of a stick of it in the manner practised with Indian ink. There should be no more dis- solved at a time than will be used in a day, for it does not redissolve so well, neither is the ink so good, particularly for delicate designs, after it has been left to dry for several days. This ink should have the consistence of rather thick cream, so that it may form very black lines upon the paper : if these lines are brown, good impressions will not be obtained. A sheet of white paper is placed under the hand while writing, in order that it may not grease the autographic paper. The stone used for autography should be polished with pumice-stone, and the impressions will be neat in proportion as the stone is well polished. Autographic work may be executed either cold or warm ; that is, taking the stone at its ordinary temperature, or making it warm by placing it near to the fire, or exposing it to the heat of the sun : if the first means of warming be used, care must be taken that the fire be not too hot, or it will crack the stone ; the temperature given to it should be about that of an earthen vessel filled with lukewarm water. The work may be done, though less perfectly, with- out warming the stone. AVhen the stone is thus prepared, it is fixed in the press, and the paper on which the writing is made is applied to it. The stone may be rubbed with a linen cloth, slightly moistened with spirits of turpentine ; and in every case it is necessary that it be made perfectly clean. The tur- pentine is left to evaporate ; and from five to eight minutes before the paper is applied, it is wetted with a sponge and water on the reverse side to that on which the writing is done, so that the moisture may penetrate throughout every part. The water, however, must not appear on the paper when it is about to be laid on the stone ; but any superabundance which may remain on it must be removed by a pressed sponge. When the paper is brought to the proper state, it is taken by both hands at one of its extremities, and placed lightly and gradually upon the stone, so that there may be no plaits formed in it, and that it may be equally applied over its whole surface. Care must be taken so to fix the scraper * 236 LITHOGRAPHY. Hut it may bear steadily on the autographic paper ; for if it removes it at all it will change the place of pressure, and the lines will be doubled. There should be at hand five or six sheets of very even mackle paper, so that they may be changed with each impression. The paper on which the writing oi drawing is made being placed on the stone, it is covered with a sheet of mackle paper, and subjected to a slight action of the press ; then to a second, a third, or even to more, until it is believed that the writing is perfectly transferred. At each stroke of the press the mackle paper, which has imbibed moisture, is withdrawn, and a dry sheet substituted in its place. All these operations require to be performed with expedition and dexterity, particularly when the stone is warm. The next thing is to detach the autographic paper, which will be found adhering closely to the stone. To effect this, it is well wetted with a sponge, so that every part of it may be perfectly penetrated by the water; it may then be removed with facility, entirely detached from the writing, which will remain adhering strongly to the stone. If this operation, which requires much practice, be well performed, there will not be found the slightest trace of ink remaining on the paper. Should there be any lines not well marked on the stone, they may be retouched with a pen ; or, which is better, with a hair-pencil and ink ; but when this is done, care must be taken that the stone is quite dry. A part of the sizing of the paper may be found dissolved and adhering to the stone ; this may be removed by washing or slightly rubbing it with a wet sponge. The stone is then prepared with aquafortis, and the impression taken. Autography is not confined to the transferring of writings or drawings done with autographic ink ; by its means a transfer may be obtained from a sheet of ordinary printed paper, and with such exactness, that it would be impossible, excepting to well-practised eyes, to perceive the least difference between that printed in the usual way, and that which was the result of the autographic process. This mode is very useful when it is desired to unite Oriental characters, which might not be possessed with words, phrases, or lines composed in ordinary typography. In this way have been executed, in the office of the Count M. C. de Lasteyrie, at Paris, (from whose papers on this subject, contained in the Journal des Connaissances Usuelles, and translated by the learned editor of the Franklin Journal , our account of this art is largely indebted,) many pieces, in which the French or the Latin language was intermixed with words or phrases in Chinese or Arabic. In the same way have also been executed typographic maps, in which all the details were lithographic, while the names of places were at first pruduced by typography, and afterwards by autography. This operation is begun by composing and arranging, in- a typographic form, the words, the phrases, or the lines, as they ought to stand. The autographic paper is printed on by this form, and the words in the Oriental languages are afterwards written in the spaces which have been left for them ; the whole is transferred to a stone, which is prepared for the purpose, and from which the impression is taken in the usual manner. The same mode is pursued in making geographical maps. After having printed the names on autographic paper, the other parts of the map, but without the names, are drawn immediately on the stone ; and after having printed the names on white paper, the map drawn upon the stone is printed on this same paper. Maps, or line engravings on copper, where the work is not very close, may be multiplied in a similar way. For this purpose the plate of copper is covered over with the autographic ink, diluted to a con- venient consistence. Instead of the autographic ink, a composition is sometimes used, made of one ounce of wax, one ounce of suet, and three ounces of the ink with which the ordinary impressions in lithography are taken. The whole is warmed and mixed well together, and there is a little olive-oil added to the composition, if it is not liquid enough to spread itself over the plate ; the plate ought to be warmed as usual. After having taken the impression in the rolling-press on a sheet of autographic paper, the transfer may be immediately made on to the stone, after having rubbed it with a sponge, dipped in turpentine. It is necessary to give three, four, or even more strokes of the press, increasing the pressure at every successive stroke ; the other processes, which we have already described, are like- wise to be followed. It is well to wait twenty-four hours before preparing the stone, in order that it may be better penetrated by the transferring ink ; it is then gummed and washed, and is ready for use. This process, which has not yet come much into use amongst lithographers, merits the attention of art- ists ; for it affords the means of reproducing and multiplying geographical charts, and some kinds of engravings indefinitely, so that they might be furnished at a quarter of their present actual value ; in fact, all those which are done in lines, or those in w T hich the shadows are boldly executed, are capable of reproducing good impressions by means of autography. The operation becomes extremely difficult when it is necessary to transfer fine line engravings ; the lines of these are so delicate, and so near to each other, that they either do not take well on the stone, or are apt to be crushed and confounded together by the effect of the pressure. Much practice and address are necessary to obtain tolerable impressions; and this part of the art requires improvement. In the office of M. de Lasteyrie, they had succeeded in transferring to stone a small highly finished engraving, which had been printed on common half-sized paper. After having dry-polished a stone very perfectly, it was warmed, rubbed with spirits of turpentine, and then the engraving was applied to it. This had, however, been previously dipped into water, then covered on the reverse side with turpentine, passed again through the water, so as to remove the superfluous turpentine, and then wiped with unsized paper. In this state the engraving, still damp with the turpentine, was applied to the stone and submitted to pressure, when it afforded very good impressions ; the preparation not being applied until it had remained on the stone for twenty- four hours. The difficulties increase, of course, in proportion to the size of the engravings which it is desired to transfer to the stone. Attempts have been made to transfer old engravings ; they have, however, succeeded but imperfectly. It would be rendering an essential service to the att to discover a mode of reproducing old engravings by means of autography ; the undertaking presents difficulties, but from the attempts made, success does not seem improbable. Printing from two or more stones with different colored inks. — This is managed by preparing a com- position of two parts of wax, one of soap, and a little vermilion. Melt them in a saucepan, and cast them into sticks ; this must be rubbed up with a little water to the thickness of cream, and applied to the surface of a polished stone. An impression is taken in the common wav from a drawing, and ap- LOCKS. 237 plied to a stone prepared in this manner, and passed through the press, taking care to mark, by means of this impression, two points in the margin corresponding on each of the stones. The artist, haying thus on the second stone an impression from the first drawing to guide him, scrapes away the parts which he wishes to remain white on the finished impression. The stone must now be etched with acid stronger than the common etching water, having one part of acid and twenty of water ; the whole is then washed off with turpentine : this plan is generally used in printing a middle tint from the second stone ; the black impression being given from the first stone, a flat transparent brownish tint is given from the second, and the white lights are where the paper is left untouched. The dots are necessary to regulate the placing of the paper on the corresponding parts of the two stones. LOCKS. From the Proceedings of the Institution of Mechanical Engineers. It was conceded about twelve years since in the United States, by all locksmiths, that a lock having a series of tumblers or slides, such as was used at that time in Europe, and more particularly those of Barron and Chubb, was secure against all known means of picking, or of forming a false key by any knowledge that could 1)8 obtained through the key-hole. The only point that seemed desirable was to make it secure against the maker, or any party who might have had possession of the key, and from it taken an impression. The first step, therefore, was to construct the lock so that the party using it could change its form at pleasure. Mr. Andrews constructed a lock similar to that made by Mr. Chubb, having a series of tum- blers and a detector ; but before placing the lock on the door, the purchaser could arrange the tumblers in any way, so that the combination suited his convenience ; the key being made with a series of mov- able bits, was arranged in a corresponding combination with the tumblers. In order to make a change in the lock without taking it from the door, each tumbler was so constructed that in locking the lock the tumbler could be raised, or drawn out with the bolt. A series of rings was furnished with the key, cor- responding with the thickness of the movable bits of the key ; and any one, or as many more of the bits could be removed from the key, and rings substituted. These bits being removed, and the rings taking their place, the corresponding tumblers would not be raised by the turning of the key, and consequently would be drawn out with the bolt, (becoming, in fact, a portion of the bolt itself.') Therefore, when a bit was removed and a ring substituted, so much of the security of the lock was lost as depended on the tumbler that was not raised ; consequently, a lock having twelve tumblers, being locked with a key with alternate bits and rings, would evidently become a six-tumbler lock ; but should a tumbler that was drawn out with the bolt be raised in the attempt to pick or unlock it, or should any one of the acting tumblers be raised too high, the detector would be thrown, and prevent the withdrawing or unlocking of the bolt. This lock was in great repute in the LTnited States, and was placed on the doors of nearly all the principal banking establishments of the country; a large reward was offered by its maker to any one who could pick it ; and from its great repute it consequently called out many rivals. Mr. Newell constructed what he termed his Permutating Lock, which was composed of a series of first and secondary tumblers, the secondary series being operated upon by the first series. Through the secondary series there was passed a screw termed a clamp-screw, having a clamp overlapping the tum- blers on the inside of the lock ; each tumbler in the series having an elongated slot to allow the screw to pass through. On the back side of the lock was a small round key-hole, in which the head of the screw rested, forming, as it were, a receptacle for a small secondary key ; so that when the large key gave the necessary form to the tumblers, the party took the small key and operated on the clamp screw, clamping and holding together the secondary series, retaining them in the relative heights or dis- tances imparted to them by the large key ; the door was then closed, and the bolt projected, and the first series of tumblers fell again to their original position. The objection to this mode of constructing a lock was, that it required the insertion of the small secondary key ; and should the party neglect to re- lease the clamp-screw every time he unlocked the lock, the first series of tumblers would be held up by the secondary series. Consequently, an exact impression of the lengths of the several bits of the key could be obtained through the key-hole while the lock was unlocked. This lock and Mr. Andrews’ were both picked by Mr. Newell, who demonstrated that this lock as well as all others based on the tumbler principle was insecure. The first step taken to make a secure lock, was to add a series of complicated wards to the locks ; but it will be readily seen, that what can be reached with a key, could be reached by some other instru- ment ; and, although it required an instrument of a different form, yet the operation was just as certain and fatal to the security of the lock. The next step taken, and one which was considered effectual, for a time, was the notching of the abutting parts of the first and secondary series of tumblers, or of the stump face and the ends of the tumblers. So that if a pressure was put upon the bolt, the tumblers could not be successively raised by the picking instrument, being held fast by these “false notches.” This lock baffled the skill of all the country for a time, and was considered perfectly safe, until an ingenious engineer of the name of Pettis picked this lock. The Parautoptic Lock was then invented by Mr. Newell, retaining all that was deemed good in the locks previously made, and, at the same time, guarding against all the defects proved by actual experi- ment. The annexed figure shows it locked, with the cover and the detector-plate removed, and the auxiliary tumbler in its place ; A A is the bolt ; B B are the first series of movable slides or tumblers ; C, the tumbler springs ; D D the secondary series of tumblers ; and E E the third or intermediate series, which form the connections between the first and secondary series of tumblers ; F F are the separating plates between the first series of tumblers; G, the springs, for lifting the intermediate slides or tumblers to make them follow the first series when they are lifted by the key. On each of the secondary tumblers D D, is a series of notches, corresponding in distance with the difference in the lengths of the movable bits of the key ; and as the- key is turned in the lock to lock it, each bit raises its tumbler, so that some one of these notches presents itself in front of the tooth h, on the dog or lever H H. As the bolt A is projected, it carries with it the secondary tumblers D D, and presses the tooth h into the notches in th« 238 LOCKS. tumblers, withdrawing the tongues d, from between the jaws e e, of the intermediate tumblers E E, and allowing the first and intermediate tumblers to fall to their original position ; whilst the secondary tum- blers D D, are held in the position given to them by the key, by means of the tooth k being pressed into the several notches, as shown. Should an attempt he made to unlock the bolt with any but the true key, the tongues d will abut against the jaws e e, preventing the bolt from being withdrawn; and should an attempt be made to ascertain which tumbler binds and requires to be moved, the secondaiy tumbler D T), that takes the pressure, being behind the iron wall I K, which is fixed completely across the lock, prevents the possibility of its being reached through the key-hole, and the first tumblers B B are quite detached at the time, thereby making it impossible to ascertain the position of the parts in the inner chamber behind the wall IK. The portion II of this wall is fixed to the back plate of the lock, and the portion K K to the cover. L is the drill pin on which the keys fits; and MM. is a revolving ring or curtain, which turns round with the key, and prevents the possibility of inspecting the interior of the lock through the key-hole ; and should this ring be turned to bring the opening upward, the detector plate is immediately carried over the key-hole S, by the motion of the pin P upon the auxiliary tumbler 0 0, which is lifted by the revolution of the ring M, thereby effectually closing the opening of the key-hole. As an additional protection, the bolt is held from being unlocked by the stud R bearing against the plate Q ; also the lever T T holds the bolt when locked until it is released by the tail of the detector-plate Q pressing the pin U. Y is a dog, holding the bolt on the upper side when locked, until it is lifted by the tumblers act- ing on the pin W. X X are the separating plates between the intermediate tumblers E E ; Y and Z are the studs for preserving the parallel motion of the different tumblers. There are several features in the construction of this lock which are deserving of particular attention. The most novel and extraordinary is, that the lock changes itself to the key ; in whatever form the movable bits on the key are changed, the lock answers to that form, without moving any part of it from the door. The party purchasing the lock can change it to suit his convenience. If a 6-tumbler lock, to 720 ; if 7 tumblers, 5,040; if 8, 40,320; if 9, 362;880; if 10, 3,628,800; and if 12, 479,001,600. There- fore it will be perceived that, by changing the numerical position of the bits in the key, the lock can be altered, or in fact alters itself to any number of new locks, equal to the permutation of the number of bits on the key. Two extra bits are supplied with each key, which add very greatly to the number of changes. As the key turns round, each bit raises its tumbler to a point corresponding with its length, imparting to the first and secondary series the exact form of the key. The secondary series of tumblers being carried out with the bolt, and the tooth on the lever or dog being pressed into the several notches on the front face of the secondary series, holds them in the position given them -by the key, while all the other portions of the lock fall again to their original position. Should a pressure be put on the bolt to ascertain the obstruction, it will be readily seen that it will be brought to hear on the third or intermediate tumblers. To prevent the possibility of reaching these, there is a wall of metal fixed across the lock, which confines the operator wholly to the key-chamber. By detaching the portion of the tumbler that takes the pressure given to the bolt, from the parts that can be reached through the key-hole, leaving that portion always at liberty, the possibility of ascertain- ing what is wrong is rat off; so that instead, as in the former lock, having only a first and secondary LOCKS OF CANALS. 239 series, Mr. Newell here introduced a third or intermediate series ; thereby throwing the whole security of the lock into a chamber beyond the wall of metal, which is wholly inaccessible, and forming as it were another lock without a key-hole. These are the principal features of security in Mr. Newell’s Pa- rautoptic Lock. There is another source of insecurity that has still to be provided against ; when the first tumblers can bo seen through the key-hole, if the under side of them is smoked by inserting any flame, the key will leave a distinct mark upon each tumbler the next time it is used, showing where it began to touch each tumbler in lifting it. This can be seen by inserting a small hinged mirror into the lock through the key-hole, and the exact length of each bit of the key measured, from the centre-pin to the point where it touched the particular tumbler, from which a correct copy of the key can be made. (An electric light from a small portable battery, has been employed for this purpose, to illumine the interior of the lock.) The possibility of seeing the tumblers is entirely prevented, by surrounding the inside of the key-hole with a ring or revolving curtain ; and when this curtain is turned, to bring the opening opposite the tum- blers, the key-hole is shut on the outside by the detector tumbler, which tumbler would also detect all attempts at mutilating the interior parts of the lock. Should the lock be charged with gunpowder through the key-hole, for the purpose of blowing it from the door, the plug in the back of the key-chamber yields to the force, leaving the lock uninjured, whilst the curtain protects the interior of the lock from injury, thereby effectually preventing all known means of opening or forcing the lock. LOCKS OF CANALS. A contrivance by which boats may pass from a lower to a higher level, or the reverse, by the buoyancy of the water. The least length that can he allowed between the locks should be such that 12 inches of depth, over and above what a loaded boat will draw, will only lower the water 6 inches without the navigation being interrupted ; and if it be required to draw the contents of each lock from the interval above, the dis- tance for the locks must be so regulated that the quantity of water expended by one should not lower that of the upper interval more than 6 inches at most : thus the distance should be greater in propor- tion to the contents of the chamber of the locks and the width of the canal ; that is to say, when the chambers are large and the canal is narrow, the distance between the locks should be greater. Cham- bers 110 feet in length between the gates, by 17 feet in width, contain 1870 superficial feet; therefore 11.843 cubic feet when the fall is 6 feet 4 inches, 15,859 cubic feet when it is 8 feet 6 inches, and 19,635 cubic feet when 10 feet 6 inches. If the canal be 48 feet in width, at 3 feet below the ordinary level of the water, the length of the interval should be 446 feet, in order that the expenditure of locks of 6 feet 4 inches of fall should not lower the water more than 6 inches ; this length should be 607 feet when the locks are 8 feet 6 inches of fall, and 755 feet when they are 10 feet 6 inches : the distance then between the lower gate of one lock, and the upper gate of the other, should be always about 624 feet for ordi- nary canals. If two locks of 8 feet 6 inches fall were only distant 160 feet, the water drawn from the interval, for the purpose of mounting the boat, would lower it nearly 26 inches, and there would not remain sufficient to keep it afloat; consequently, it would be necessary to draw a lockful from the upper interval, and then a second, to cause it to rise, whilst only one would be required if the locks were at a sufficient distance. This example will show the inconvenience of having locks too near each other, which is still further increased when they are contiguous. It frequently happens that several boats arrive together in the same interval, particularly where the bargemen stop or sleep, and that ho water may be lost, the inter- val where they stop should be sufficiently long to admit more than one. If circumstances will not per- mit this, a greater width must be given, that the lockful which the rising boats draw from the interval should not cause the water to lower so considerably as to prevent their floating, or the descending boats force in such a quantity as to make it run over the gates. If the interval has only the ordinary width of 48 feet, it should be 6398 feet in length, so that ten rising boats could stop, if none were descending at the same time, otherwise a part of the water must be drawn from the other intervals to keep them afloat : if there were as many ascending as descending boats, this need not be so great, but this ob- servation proves that in forming a canal it is necessary to have basins at those situations where boats are required to stop any length of time. Quantity of water expended by boats in traversing a canal . — It was the opinion of MM. Gabriel and Abeille, that the passage of a boat through the whole length of a canal always cost twice the quantity of water necessary to fill a lock. Belidor thought the same, and it is still the common opinion. M. Thommason has nevertheless maintained that this idea is erroneous, and that when one boat passes several locks one after another, the second boat only expends two locksful in its whole passage ; but when they pass alternately, one up and the other down, that it costs as many locksful as there are locks in the ascension of each boat. He founds this assertion on two statements, one of M. Caligny, the other of M. Regemorte, asserting that the expenditure of the water is the same, whether contiguous or separated ; but this distinction not having been sufficiently examined, a second error has been com- mitted ; but it is undoubted that when locks are contiguous, they often expend more than two locksful ; and it has not been remarked that when the locks are more than 640 feet apart, they often expend only a single lockful for the whole journey. When locks are distant from each other, and the boats pass alternately, one up and the other down, the boat which passes after the first frequently finds in mount- ing all the locks empty, and to fill them it must draw a lockful from each interval and one from the starting point; in descending, as it finds the locks full, it does not draw any from the starting point, consequently it will only expend a single lockful in its whole voyage. When the locks are distant from each other, and the boats follow, the second boat will find all the locks full going up, and to ascend it must first empty all, and then fill them with water drawn from the intervals, and the highest from the starting point ; in descending, all the locks will be empty, and the first lock will be filled with water from the starting point, which will serve to fill all the others, so that 'h'.s boat will expend two locksful in its journey. 240 LOCKS OF CANALS. When the locks are so near each other that the water of one taken into the interval between the two diminishes the depth of this interval sufficiently to impede the navigation, or when the locks are contig- uous and the boats pass alternately, the second boat in ascending finds all the locks empty, and as it cannot draw water from the intermediate intervals from the contiguity of the locks, all are filled with water from the starting point. Thus in ascending eacli boat expends as many locksful as there are con- tiguous chambers ; in descending, all the locks being full, no water need be drawn from the starting point, consequently in a whole journey as many locksful may be expended as there are contiguous locks in ascending. When the locks are contiguous, and the boats pass each other in succession, the second in ascending will find all the locks full, and to enable it to enter the intervals, it must empty them suc- cessively to fill them with the water from the intervals, except the last, which it fills with water from the starting point; in descending, another lockful is taken from the starting point, so that in this case two locksful are taken from the latter. Although the four above cases contain the whole theory of the working of locks, it may be remarked that if two boats meet at the starting point, and two others before or after the starting point, the four will expend five locksful ; if two boats meet at the starting point, and the two following meet there also, the four will only expend four locksful ; if the two last boats that have passed meet before or after the starting point, and the two succeeding meet also before or after the starting point, they then will only expend four locksful, had the first come in an opposite direction to that which had passed previously, and five if it had come in the same direction ; and it has been generally observed, that a boat always takes a lockful from the starting point to ascend, but that it often does not take any to descend on the other side : consequently, when there are no contiguous locks, the boats will only expend a lockful for their whole journey, when they pass the starting point alternately, one going up, the other down : in like manner, where there are contiguous locks, the boats will expend in their journey as many locksful as there are contiguous locks in ascending; when one boat follows another, it will expend two locksful, whether the locks are contiguous or isolated. It must be remarked that the passage of those boats only can be considered relatively to the locks which join the starting point. When the locks are not contig- uous, and their fall is equal, which happens in the lower intervals, it has no influence on the expenditure of water, especially when the boats do not stop any length of time ; in giving 640 feet length to each interval, it is evident, when two boats follow each other, they will never be together in the same inter- val, since, while the second passes the lock, the first will have time to pass the interval and enter the following lock ; thus two boats cannot meet in the smaller intervals, except when one ascends and the other descends, and in this case, as one takes a lockful from the interval, while a second pours one into it, consequently the water does not diminish or increase in it. It must be observed that we can never have above a iockful, more or less, in an interval, unless several boats remain in them together, which should be avoided when they are small ; further, when the contiguous locks are distant from the start- ing point, it often happens that the lockful is not immediately taken ; but when there is no second quantity of water before the contiguous locks, it is always the starting point which furnishes that of the canal above them. Form to be given to the chambers of locks. — The most convenient is the parallelogram, a little wider than the boats that require to pass, and sufficiently long to admit of the gates being moved with facility. The chambers of the canal of Languedoc are of an oval form, to give greater strength in resisting the banks contiguous to them ; but as this causes an increase of expense in construction as well as in the quantity of water necessary to fill it, it will be useful to inquire if, in avoiding one inconvenience, a greater is not produced. The oval chambers of the canal of Languedoc contain an area of 3636 feet, while if the side walls were parallel, they would only be 2248 superficial feet. Thus the expenditure of water in the oval chamber exceeds more than a third that of the parallelogram, the proportion being about 5 to 3. The inconvenience is considerably increased by want of water, which frequently occurs Another result of the oval form is, that the passage of the lock is also longer than in the rectangular; in the same proportion the expense of the timber platform is also increased. It is, however, certain that a curved wall is stronger against a pressure of earth than a straight one, and if the cost of masonry requisite to give the same strength to a straight wall is greater, the expense is compensated for by the diminution of the cost of the timber platform, which is two-fifths stronger. It is very essential to pre- vent the filtration of water through the side walls, and the best method to effect this is to place on their thickness a lining of beton, or of brick laid in cement, which will be impervious to water; but as this will destroy the bond, a greater thickness of wall is requisite ; thus there are many circumstances where it might be necessary to give to curved walls as great a thickness as to straight. The thickness of straight walls which support earth should be a third of their height, while those which resist the thrust of water should be one-half; if the walls of the chambers of locks have a thickness relative only to the thrust of the earth, they may give way when the earth is put in motion, which often occurs from a slight filtration behind the wall. Gautliey has a rule for finding the thickness to be given to the wall of a basin intended to support water throughout its whole height, and in the chambers of locks it must be remembered that the thrust of the water against the vertical surface is equal to the product of these surfaces by half the height of the water. Call h the height of the wall, x = its thickness, supposing its length to be 1 metre, the acting power will be 1000 X 4 hi 2 ; supposing the cube metre of water to weigh 1000 kilogrammes, and the centre of impression of this thrust being at a third of the height of the wall,- the arm of the lever of the acting power will be equal to \ h. The resisting power will be the wall itself=fi vr X 2000, supposing that the cube metre of masonry generally weighs 2000 kilogrammes. The arm of the lever will be half the thickness of the wall ^ x, consequently the momentum of the acting power will be 1000 X | h? X § h, and that of the resisting power 2000' X J h x 2 ; and as in the state of equilibrium these two powers should be equal, we shall have 161 h? ~ 1000 h x 2 , from whence we hove x — -J 0167 h s = 0'41 h ; but as something should always be allowed above the equilibrium, by adding 4-, we shall have x=\h nearly. Hence it is evident that LOCKS OF CANALS. 241 the thickness of a wall intended to support water should be at least equal to half the height of the water which acts against it. The length and width of chambers of locks must necessarily be regulated in conformity with the boats used on the canal; these are generally longer and narrower than those on rivers, where the slial lows which occasionally occur require flatter bottoms to be given them. With regard to the length oi the chambers, it should be such as to enable the gates at the lowest ends to open and shut easily; ii the rudder of the boat cannot be unshipped, or occupies any portion of the length of the chamber, then the chambers must be made sufficiently long to prevent them from interfering with the opening of the gate, on which account the most proper rudders for navigable canals are those like broad oars, which can be taken out while passing through the locks. The height of the water in the intervals is regu- lated by the mean height of the waters of the river which communicate with the canals. It is, however, customary to allow the latter a sufficient height of water to receive boats of the same tonnage as those which navigate the river; another advantage in giving an extra depth of water to canals is the greater ease with which the boats can be drawn, the weeds at the bottom causing less inconvenience, and the evaporation being of course less than in a shallower body of water ; in summer also, when the boats can only carry half a load, two loads may be put into one boat, and the transport rendered less expensive. The quantity of water expended by locks is found to be in direct proportion to the height of the fall, and the time employed in going through them, and the expense of construction nearly in the same pro- portion ; this is greater as the locks are least elevated, because they are more in number, but the increase is not in proportion to the number. Gates of locks are composed of two posts placed vertically, and united by horizontal rails ; the former, being supported throughout their height, are not subject to much wear, although they are of larger scantling than the other timbers of the gate, which is necessary, as they sustain the entire frame- work. The horizontal rails resist the weight, and as that weight is greater where the rails are placed below the level of the water, it would seem natural that their dimensions should vary in proportion to. the weight. To determine these dimensions it must be recollected that the thrust of water against vertical surfaces is equal to the weight of a prism of water having its surfaces as a base, and its height half that of the water. It must next be considered that the rails of the gate are at least 26 inches apart, and 38 inches from centre to centre, so that, on account of the casing of plank in the first instance, 12 inches of height support 26 inches of water, and in the second 38 inches. The weight sup- ported by each rail will be found by multiplying their length, the interval from one to the other, the height of the water above the centre of the rail, and the whole by 62 pounds, the weight of a cube foot of water; the product of these measures will be the number of pounds which the rails ought to support throughout their whole length. Timbers from 4 to 5 inches square would be sufficient for small gates, and for larger from 8 feet 6 inches to 10 feet 6 inches of fall; with a width of 17 feet between the hanging-posts, the rails would be sufficiently strong if from 7 to 8 inches square, putting six rails in the height. They are generally from 9 to 10 inches at least, which is double the strength required ; it is true that the gates are more durable, but the weight is greater, which is sometimes injurious to the collar and the masonry to which it is attached, requiring more reparations than lighter gates. The frames or styles of gates should be at least 5 inches in thickness more than the rails, and the joint covered by a fillet, as well as the edge of the planks, which are affixed perpendicularly to the rails, and mortised into the styles, increasing the strength of the rails and the framework by their greater thick- ness. Braces are also introduced between the rails, which aid materially in strengthening them, and by their inclined position transfer the stress to the hanging-post. Great gates should always have a line of braces placed diagonally, and making an angle with the lower rail; all the braces above should have the same effect, and consequently the same inclination ; those below resting on the lower rail tend to depress it, and, even when properly framed and pinned into the rails, their inclination towards the hanging-post renders them insufficient to sustain the lower rail ; but they may be made useful by giving them an inclination in a contrary direction, and uniting them by pins to the rails. Instead of inclining the braces below the diagonals on the side of the strutt ing-post, a bar of iron is sometimes placed diagonally from the collar to the lower end of the strutting-post, which is an excellent contrivance ; or the planks may be placed diagonally, inclining them from the side of the hanging-post, and crossing them solidly, especially that of the diagonal above the hanging-post, and at the extremity of the lower cross-piece ; or instead of a plank, a piece may be let in in an opposite direction to the cross- pieces, which must not be mortised into, or very little, that it may not be in any way weakened ; this piece united carefully to the lower cross-piece would tie it to the post, and give more solidity to the framework ; the diagonal position of the planks gives them more strength to resist the pressure. There is a little loss of material, but, on the other hand, plank of different kinds may be used after cutting out the knotty or defective portions. Gates are opened by means of large timbers fixed above the posts, forming a counterpoise to the gate, and preventing it from grinding the collars and racking the framework ; for this purpose the tail of the balance-beam must be very large. Trees are sometimes used with their butt ends not cut off, to which it is easy to add any additional weight. The hanging-posts often allow much water to be lost, in con- sequence of being obliged to give them sufficient play, and this could scarcely be prevented if the pivot had not a little motion, and the collar fitted exactly ; but the weight of water occasions the gate to unite by pressing it considerably against the hanging-post ; still as this is cut circularly, it only leans against a small portion of its surface, and the water easily passes, notwithstanding the great pressure. To remedy these defects, the posts should be partly cut in a circular form, and partly bevelled ; the latter leaning along its whole length upon the rebate made to receive it, which having a corresponding bevel interrupts any filtration ; the circular part should not touch the masonry, but have sufficient play without affecting the ease of the motion. Vol. II — 16 242 LOCKS OF CANALS. The gates of locks of navigable canals are made in a right line, but in great sea-locks they are curved ; Belidor lias demonstrated that these latter are not more solid than the former, but this must only be understood when the curved timbers are made out of straight pieces ; for it is undoubted that, it naturally curved, they are much stronger, and will resist more pressure than straight pieces, especially when resting on their two extremities. The collars embrace the whole heel-post, which being generally 12J inches in diameter, produces considerable friction, especially when the balance-beam does not act as a counterpoise ; a large bolt may be placed in the axis of the post, and a smaller collar be substituted to confine it ; but this method can only be applied to chamfered posts ; round posts must have a motion in their collar to lean against the hanging-posts, which could not be effected by an axis ; the collars must be attached to iron anchors strongly bedded into massive masonry. The pivots often get deranged, the posts, as generally made, causing considerable play ; if these were bevelled, the pivots might be fixed and bedded in large stones cramped to those adjoining, or united with anchors to the surrounding masonry. Formerly the pivots were made of copper, but cast-iron is equally efficient; they should be the same size as the ends of the posts, and terminated at the lower end in a spherical form. The other iron work of the gates consists of squares laid on at right angles, which must be very strong ; it is also well to lay on the rails of each sluice a band or two of iron to bolt them securely together. Lock-gates measuring 8 feet from the centre of one heel-post to that of the other, are in some canals on a segment of a circle, the chord of which is about the sixth of the span, or a little more : these pro- portions not only allow of the gates being smaller, lighter, and stronger, but also increase the pressure of the heel-post against the hollow quoins, which renders them quite water-tight. Where canals are narrow, the paddles of both the upper and lower gates are usually kept open by an iron pin inserted between the teeth of a rack and pinion which raises them : when the paddle is required to be shut, the pin is withdrawn, and the paddle falls by its own weight. Hollow quoins, or upright circular grooves, are formed in the side walls, at the ends of the timber sills, serving as the hinge for the gates ; the upright post that turns within them is called the heel of the gate, and the other the head. The former are retained in their position by a gudgeon or pivot turn- ing in a cup let into the foundation stones for the purpose ; sometimes the pivot is fixed, and the cup revolves upon it. The upper part of the post is retained by an iron ring or strap let into the side wall, and made very secure ; the hollow quoins should be worked with great attention ; they are usually of stone or brick, though cast-iron has been found well suited for the purpose. Lock-gates of large dimensions are now usually opened and shut by machinery, and the boom or spar attached to the head-post entirely dispensed with : on many canals a rack-bar of wrought-iron is con- nected with the gates, which are furnished with rollers to run in a groove fitted into the sill, and by working a wheel and pinion, they can be opened and shut at pleasure. We ought not to omit mention of several gates formed like boats, upon the principle of the camel, which rise and fall in deep recesses prepared to receive them as water is pumped out or admitted into them : such boat-gates are sometimes constructed with three parallel keels, which fit into as many grooves in the side walls of the lock ; they are maintained in their position bv admitting the water, and raised by pumping out their contents, after which they are floated away ; for the stop-gates of docks such a contrivance is well adapted, but where the navigation is regular, as on a canal, they are not found to answer, from the time requisite to open and replace them. See Floating Gates of Dry Dock. The angle to be given to double lock-gates has long occupied the attention of engineers, but the strongest position may be taken when the angle at the base is 85° 16' nearly, and the sally of the gate is or a trifle more than one-third of the breadth of the lock. Valves. — Some lock-gates have their paddles, or valves, made to open and shut by the movement of a lever, the lower end of which being loaded, keeps it always over the aperture in the lower part of the gate : when it is required to be moved, the upper part or handle of the lever is pulled back, and the water forcing its passage through, keeps it open until its weight overcomes the power, and it is balanced back into its original position. The crank and pinion working in a toothed-rack are now generally applied to raise the paddle. Screws are sometimes used for this purpose, formed of wood, sliding up and down in a rebated frame, fixed in the stone mouth of the conduit or paddle-hole ; the lateral pressure of the water occasions it to adhere closely to the frame, so that it is not only necessary to make it run with the grain of the wood, but also to have considerable power to move it : this is occasionally effected by means of a long iron lever, with an eye at one end that spans the square end of the screw, and allows a sufficient force to be applied to raise the paddle. There are several applications of the screw, one of which, as used at the gates of Dunkirk, is very simple, and was for a long time adopted throughout Europe. To overcome the hydrostatic pressure and friction at the mouth of the paddle-hole was a horizontal circular opening, within which was inserted an open cylinder of wood or iron ground to fit it, which could be raised by a lever; the waste water of the canal could then escape over the upper lip of the cylinder and afterwards pass out by the paddle- holes. The following figures represent the latest improvements for the valves or sluices of a lock-gate. Fig. 2598 is an elevation. Fig. 2599 a vertical section through G G. Fig. 2600 a horizontal section through A A. The object of this improvement is, that while the gate is kept close and tight by the pressure of the water forcing it against its seat, the effort of lifting the gate shall at the same time relieve the segt from the pressure of the water ; and this is effected by means of friction-rollers h h, which immediately, upon the commencement of the lifting of the gate, act as short inclines, thus taking the pressure from the seat, and throwing it upon the friction-rollers or wheels, easing the lifting of the gate. When the gate is closed, the wheels have run off the inclines, and the gate bears against its seat with the pressure slue the head ot water LOCKS OF CANALS. 24? Iron lock-gates . — The frames of those at the Wet Dock at Montrose are of cast- iron, and entirely covered on both sides ■with wrought-iron boiler-plate : where they are placed the entrance is 55 feet wide in the clear, and the centre of the heel-post is 1 foot within the face of the wall, the distance between their centres being 57 feet : the height of the gates is 22 feet 6 inches; they point 10 feet, and their ribs have a curvature on the hollow side of 18 inches. The heel-posts are 21 inches in diameter, and in form a little more than a semicircle ; after casting they were turned in a lathe : the thickness of the metal is 14 inch; they each fit into a cast-iron socket, and work on an iron gud- geon 10 inches in diameter, cast on a sole- plate 4 feet 6 inches long, 21 inches wide, and 2 inches thick ; this is dovetailed and riveted firmly into the stone, and after- wards so keyed as to press the heel-posts into the quoins, which are of Kingoodie stone, polished as nearly to the circle as possible, and the stone and iron are in such close contact, that the water is effect- ually prevented from passing throughout any portion of their height. The mitre-posts are 184 inches ,in breadth, 14 inch thick : holes are cast in them for the introduction of the iron bars, of which there are eleven to each leaf, 2 inches thick, 16 inches broad at the ends, and 18 in the middle; their cross ends are 18 inches in height and 2 in thickness, with 44 inch screw-bolts to each, which pass through the heel and mitre posts. The clap sill was cast in two pieces for each leaf; it is 8 inches in depth and 1J inch thick ; the height of the sill above the platform is 15 inches. The bottom bar is of oak 12 inches thick, 17 inches broad at the ends, and 19 in the middle ; this is bedded on felt to the lowermost cast-iron bar, and securely fixed by 14 inch bolts. The boiler-plates which line both sides of the gates are so ar- ranged that they break joint; for 6 feet in height their thickness is § of an inch — above, only they overlap each other about 24 inches, and were riveted on while hot, that the rivets might completely fill up the holes. The collars of the heel-posts are of wrought-iron, 4 inches by 2 inches, keyed through the 244 LOCOMOTIVE ENGINE. anchors, which are of cast-iron, 3} inches square ; they are dovetailed into the quoins, and run with lead The roller segments or railways are 10 inches in breadth by 1 4 inch, 4 inches in thickness; they arfl sunk into the stone, and securely bolted, and bedded with feltUnd white lead. The rollers are of cast-iron and conical, 18 inches in diameter, and 5 inches in thickness, with turned steel axles; the roller-boxes are qf cast-iron II inch thick, moulded to the bevel of the gates, and fast- ened by screw-bolts through the flanks of the horizontal bars : cast-iron covers confine the roller-blocks, which slide up and down withinside the boxes by the action of the top screws ; the roller-bars are oi wrought-iron, 3 inches in diameter, keyed into the blocks at the bottom, each being steadied by three plummer-blocks ; each bar near the top has a coupling, with a square threaded screw, and a brass nut at the top, working in a cast-iron bracket, which bears the whole weight of the outer end of the gate, and is fastened by three screw-bolts through the flanges of the horizontal bars. Each leaf has a sluice, 3 feet by 2, the frames of which are 7 inches broad and II inch thick ; the sluice-valves are also II inch thick ; ail the screwed bolts have zinc nuts, tQ prevent the iron from rusting : the sluice-rods are 2 inches in diameter, and have a square threaded screw, and a brass nut at the top ; these are worked by a wheel and pinion, and bevelled geer, with a crank-handle, nearly level with the hand-raiL The gangway is 42 inches in width, and is supported on cast-iron brackets for each leaf; cast-iron ballusters and a wrought rail is attached to the convex side of the gates, with movable iron stanchions and chains on the other; in each heel-post is a pump with a brass chamber and boxes, 2 1 inches in diameter, with a lead pipe down to the bottom. The gates are worked by four double-purchase capstans, and geering with seven 8-inch chains. Tliei? weight is as follows : Tons. Cwt. Cast-iron work in the gates 64 14 Wrought-iron 22 154 Brass 0 5 Zinc 0 14 Cast-iron in segments and other fittings 19 0 107 0 fit Woolwich the clear opening of the dock-gates is 65 feet, and the weight of each of the two iron g ites is 150 tons. See Gates of Dry Dock, Brooklyn Navy Yard. LOCOMOTIVE ENGINE, — 1. A locomotive engine is a steam-engine with two cylinders, formed on the high-pressure principle, without a condenser. The motion of the pistons is caused by the intro- cb’Ction of steam into, and its alternate escape from, the cylinders, which is transmitted by means of con- necting-rods to an axle, furnished with two cranks. In boilers of locomotive engines the fire is inclosed in a box having a double casing, with a body of water between: The air enters between the grate-bars. The smoke, flame, and gas, produced by the combustion of the fuel pass through, in their way to the chimney, a great number of tubes, which are situated in the cylindric part of the boiler, and extend from the fire-box to the smoke-box, and are sur- rounded by water. These tubes, being of very small diameter, would not pass off the flame and gas with sufficient rapidity if they were not urged by a powerful draught ; this is also rendered necessary to overcome the friction, and the resistance offered by the cold air within them. 2. Of tlce draught .— The draught is employed to produce a fresh supply of air in the fire-grate, and thereby supply the oxygen necessary for the combustion of the fuel ; it is accomplished by allowing the waste steam to escape at a tolerably high pressure, after it has fulfilled its office in the cylinders. This steam is conveyed from the cylinders to the chimney by a pipe, the upper end of which is contracted for the purpose of confining it, and checking its too rapid escape. If passes off at regular intervals, according to the velocity of the engine, and the force of each puff depends upon the pressure of the steam. The velocity of the steam in the blast-pipe is equal to that due to the initial pressure of the steam, whatever may be the size of the mouth of egress ; but the pressure is at once reduced if the size of the orifice of the blast-pipe be considerable. The great speed with which the steam escapes in the chimney imparts to the air around it a corresponding velocity ; and this air can only be replaced by a current passing from the grate through the fire and tubes. We should observe that the contraction of the blast-pipe at its upper extremity, being for the purpose of checking the escape of the steam, and prolonging the time of its engagement, a continued pressure of waste steam is consequently the result, which should be regulated by proper rules or laws, as it ought not to exceed more than is necessary. This pressure is therefore an obstacle to the progress of the engine, in consequence of the draught invariably having the effect of absorbing a part of the power of the engine. Its influence, however, is not felt when moving at a slow velocity, on account of the inter- vals being longer, which gives more time for the steam to escape ; but when the speed is great, the pis- ton-strokes are so rapid that the pressure of steam in the blast-pipe is almost continuous. This pres- sure, consequently, forms a resistance to the motion of the piston. 3. Of the boiler. — The boiler is the most important part of the engine. There is a fire-box connected with it, the bottom of which supports the grate-bars, and the four sides are formed double, in such a manner as to allow of a space of 24 to 4 inches between them, which is occupied by water ; the fire-box is therefore surrounded by water. It is very important to preserve a sufficient width of water space, otherwise the velocity of the steam at this part of the boiler would prevent the water being replaced with sufficient rapidity, the great heat to which the fire-box is exposed producing steam of very great force the walls, also, from not being sufficiently cooled by the water, would acquire a high degree ol temperature, which would likewise promote the formation of incrustations — the space would conse- quently become filled up, and the casing soon destroyed from the action ot the fire. This serious incon- venience has occurred in boilers where the water-space has been made 2 or 2 4 inches. The top of thg LOCOMOTIVE ENGINE. 245 fire-box is strengthened by pieces of iron, that the force of the steam may not rupture it ; and the whole of the flat portions of the boiler, being unable to resist the pressure of the steam within, are also strongly secured together by bolts to prevent their giving way ; but this is unnecessary with the cylindric portion of the boiler, which resists the pressure without the tendency to rupture. This part is traversed by 100 to 150 or more copper tubes, through which the flame and the gas produced from the fuel escape The extremities of these tubes are secured to the plates at each end of the boiler. Considering the complication of this casing, one can readily conceive the great play of expansion and contraction produced by the rise and fall of the temperature, and how much the action of such powerful forces tends to wear it out, and to occasion shocks which the several surfaces exposed to the pressure of the steam are unequal to withstand, their form being unfavorable to it; thus, the flat parts become the. soonest deranged. Another circumstance which increases these defects arises from the two extreme parts of the boiler being secured together, partly by the frame and partly by the rails or cross-pieces. The latter are attached to the lining of the fire-box at one end, and to the smoke-box at the other, and are kept cool by the air, and therefore are not subjected to those alternate changes which the body of the boiler undergoes. As long as they remain fixed in their original position, they offer resistance to the play of the other parts ; but when at length they become unfastened, they afford a passage of escape to fhe water of the boiler. We must conclude, from all these forces acting against each other, that locomotive engines possess some degree of elasticity in their several joinings and fastenings, although difficult to be perceived, and which, so far from impeding their progress, actually renders it, after a time, more easy than before. The surface of the grate varies. The economy attending great fires arises from the heat being proportionately much more regular than with small ones. It is possible that the rise of temper- ature, produced by the burning of a large body of fuel, exerts an unfavorable influence on the flat sides of the fire-box, the dimensions of which are so considerable. It is probable that an increase in the depth of the grate, combined with the employment of a fuel so little inclined to cake as coke, would be found more advantageous than enlarging its surface, since the passage of the air through a great thickness of coke would raise a large quantity of it to the temperature necessary for its combustion, instead of passing through the fire unconsumed, as it does when filled with too large pieces or laid too thin. This remark applies equally well to the employment of anthracite coal. We have only to remark, in addition to our description of the boilers of locomotive engines, that the casing should, at the same time, possess great strength and pliability ; thus, where a very powerful draught is created from a rapid succession oi puffs of high-pressure steam, the heat of the fire gives a high temperature to the several surfaces of the fire-box and tubes, and steam of extraordinary power is generated ; but if the door of the fire-box be opened, a large quantity of cold air is admitted, or if the pumps be held open too long, the air introduces itself into the boiler, and instantly checks the gen- eration of steam ; the pressure is consequently diminished, and at length becomes unequal to a rapid transit of the engine. In locomotive, as in stationary engines, the whole of the parts in contact with fuel, flame, and hot air, should be covered with water. The most serious consequences occur if the uncovered portions are allowed to become red-hot, and a quantity of water sufficient to cover them is suddenly let into the boiler ; the production of steam is so rapid, that it becomes too considerable to be wholly carried off by the valves, and an explosion consequently follows. Another very essential point for the preservation of boilers is to prevent the formation of deposits. These arise from the calcareous matter disengaged from the water when it is converted into steam, and which is not wholly carried away with it ; but an earthy matter is left, which is constantly increasing in bulk. These incrustations become fixed principally on those parts where the greater portion of the steam is generated ; and, as they acquire thickness, it results that less steam is produced, from their being bad conductors of heat : the metal upon which they are fixed is heated to a much higher degree than the other parts, as it is not cooled by immediate contact with the water. This rise in the tem- perature of the metal increases the action of dilatation, and renders it less able to resist the pressure ; it also has the effect of burning it ; the boiler, therefore, requires to be often cleaned. This incrustation is the most powerful destroyer of locomotive engines, and it is of the greatest im- portance to find some means of getting rid of it. When the escape of steam from the cylinder is sufficiently strong to cause a powerful draught, then the power of generating steam attains its maximum ; at which instant the bulk of the water in the boiler rises artificially to the height of two or three inches. This is caused by the rapid passage of the particles of steam through the water, which has the effect of increasing its volume. As soon as the throttle is shut, the emission of steam is suspended and the water takes its natural level ; also when cold water is injected into the boiler, which, in proportion as it is introduced, condenses those particles of steam with which it. comes in contact in the mass of heated water, and thus restores the density it had lost. It results that the level of the water remains constantly at the same mark as long as it continues to be fed, and that the introduction of water is only perceivable by tire reduction of the pressure. Another fact equally important is the disposition of all locomotive engines, more or less, to carry away a quantity of water into the cylinders with the steam, called primintj. This inconvenience arises from various causes. Among them may be reckoned particles filling the boiler so full that, the water rises up beneath the dome over the steam entrance, and is conveyed into the steam entrance-pipe with the same velocity as the steam, and introducing greasy matters, which, becoming mixed with the water, give it a property analogous to that of milk when submitted to an ebullition, and the quantity of water engaged by the steam in this case is very considerable. It may also result from the small diameter of the dome, its want of height, or the space reserved for steam above the surface of the water being too small, or the dome being placed over the fire-box, which 246 LOCOMOTIVE ENGINE. is too often the case ; that is to say, it is placed at that part where the evaporation is greatest, and the particles of water are in the strongest agitation. Of the draught. — One of the means employed in regulating the draught consists in placing a disk valve at the extremity of the blast-pipe, which was the invention of Stephenson. This falve is open in the middle, by which it does not offer any obstacle to the passage of the steam ; but it can be made to close the passage whence the flame or gas produced by the fuel issues, when required. This damper is managed by the engine-driver by means of a lever-rod. This valve is also useful for another purpose. Thus, when the men extinguish the fire of the engine after it has finished work, the grate being done with and removed, the air enters at this part with great freedom, the heat of the engine maintaining a very strong draught. Now the effect of this passage of cold air is detrimental to the boiler, for the reasons before stated ; therefore, if Stephenson’s damper be fitted in the chimney, and care be taken to shut it close on these occasions, the current of air would be checked, and an excellent effect would result from it. Of explosions. — We have few remarks to make on the subject of explosions connected with locomotive engines. Accidents of this kind are wholly attributable to the wilfulness of the engine-driver, or a want of care on his part. His first duty is to notice that the safety-valve does not emit steam exceeding a given pressure. It is probably from these explosions being so rare, that the cause of them has been a question up to the present time ; we can give none other than that they are owing to the imprudence of the engine- drivers, from their endeavors to raise the power too high, and thus impeding the escape at the safety- valves. Perhaps this imprudence may be combined with a bad system of closing and bolting the iron plates, and defectiveness in the large interior iron bolts of the front plate. We do not, however, mean to affirm this, but only mention it to our readers, inasmuch as we know that the joinings and arrangement of the plates of some boilers are much less skilfully contrived to resist internal pressure than others. One observation will be sufficient to prove to mechanics the uselessness, generally speaking, of in- creasing the pressure, and of tightening the safety-valves. When they thus increase the pressure of the steam in the boiler, the engine simply acquires the power of propelling a heavier train, but it has not any sensible effect upon the speed. They should, therefore, remember that they do not derive any ad- vantage from committing this very great offence. As the steam in the cylinders acts at a less pressure than that in the boiler, of what use is it to increase the latter, when, by opening the regulator a little more, sufficient additional strength is obtained in the cylinders? The most essential thing for the speed is the generation of a large quantity of steam at once, and of the requisite force — sufficient for the dis- charge of a great number of strokes, and not steam generated under a greater pressure than there is any occasion for. Distribution. — The steam entrance, or the aperture by which the steam is introduced into the pipes of distribution, is situated in the interior of the boiler, and opens at the upper part of the dome sur- mounting it. The object of the dome is to carry the steam as high as possible, that the water held in suspension may have time to drain from it. The pipe by which the steam is introduced (steam-pipe) is carried along to the extremity of the boiler, and passed through into the smoke-box, where it is divided into two, to supply each of the cylinders. This pipe may be contracted in the interior, by means of an apparatus termed a regulator, which is inserted for the pur pose of regulating the transmission of steam to the cylinders ; this apparatus will also entirely close the passage of the steam-pipe, if required. The steam entrance is placed either at the head of the boiler, above the fire-box, or, otherwise, towards the extremity near the chimney. In the first case, where the pipe traverses the entire length of the boiler, it is attached to the plates at each extremity ; and, in order that it may readily yield to the action oi expansion, it is furnished with a stuffing-box. The joints of that portion of the steam-pipe within the boiler should be made with the greatest care, that the water may not gain admittance into the pipe. It is generally formed with a section equal or superior to that of the steam-ports in the passage to the cylinders, and the same as the apertures opened and shut by the regulator. Throttle-valves are constructed of various forms ; but that generally employed consists of two separ- ate disks, one being made movable ; and they are cut in such a manner that the open parts of one will either correspond with or cross those of the other, so that the steam passage may be left either open or closed. The movable disk is secured to the fixed disk by the pressure of the steam, also by a screw and a spring. The spring is rendered necessary from the steam within the steam-pipe being sometimes of greater pressure than that in the boiler. Other forms of throttle have also been employed — and the principle of safety-valves lias been applied in some cases, and in others the principle of cocks — again, that of slides ; those which present the least surface-friction, and in which the apparatus is brought into action upon the least degree of force, are the best, for it is important to counteract the effort required to overcome the pressure of the steam by suita- ble contrivances, as by equilibrating it by a pressure nearly equal ; the friction resulting from the unequal expansion of the several pieces fixed and inclosed witliin each other should also be reduced as much as possible. Throttles formed with cylindric surfaces exposed to the action of friction, possess this incon- venience in the highest degree. There also appears to be some ground for rejecting regulators which require helixes in the interior of the boiler, upon which the pressure of the steam would act. Of the cylinders, slide-boxes, and slides. — The steam passes along the breeches-piece leading to the cylinders through the slide-boxes, from whence it is distributed alternately upon each side of the piston. The mode of introducing the steam may be readily comprehended : the bottom of each slide-box ia pierced by three holes called ports ; the two extreme ports convey tire steam into the interior of the cylinders at their extremities. A sort of cover, called a slide, is placed over them, which is subjected to an alternating motion when at work, and thus leaves each port alternately uncovered ; and as the LOCOMOTIVE ENGINE. 2il slide-boxes are kept constantly filled with steam, the latter passes through these ports into the cylin ders at the moment of each being uncovered. It will therefore be perceived that the system of intro ducing steam is very simple. The ejection of the steam from the cylinders remains to be explained every time that steam enters upon one side of the piston, that which has effected the preceding half- stroke escapes at the third port, which is pierced in the bottom of the slide-box, and is not in commu- nication either with the cylinder or the slide-box, where the steam is lodged, but is separated from these and is constantly covered with the movable slide, which covers and uncovers alternately the two othei ports; it is furnished with a pipe at the extremity which leads into the chimney. Now, the movable cover or slide being hollow, it results from its alternate motion that when it uncovers one of the steam- ports and admits steam into the cylinder, it puts the other steam-port in communication with the waste steam-port situated between them, by means of the cavity beneath it ; and the steam admitted into tne cylinder, at the preceding half-stroke of the piston, by the port then uncovered, enters the interior of the slide, forces itself through the waste steam-port, and thence escapes ; therefore the slide-box constantly answers as a passage to conduct the steam into the cylinders, and the cavity within the slide serves only for a passage to convey the steam away from them. The true steam-ports admit steam when they are uncovered, and they alternately convey steam to the waste steam-port when they are covered by the slide ; thus the slide never leaves more than one of the steam-ports uncovered at a time for the passage of the steam, and it covers the other two at the same time, to allow of the waste steam escaping. The force of the steam lodged in the slide-box is therefore employed upon the piston. The waste steam, being put in communication with the atmosphere under the slide, instantly loses its force. The piston is then quickly carried along to the other end by the force of the steam, and the resistance it encounters on the other side is quickly overcome. Now it is the difference between these two forces which causes the engine to perform its several functions ; if these forces were equal, the piston would remain in equilibrio, and without motion. In order that this difference shall be as great as possible, the force of the steam entering the cylinders should not be less than that which exists in the boiler, or the pressure of the steam that passes out of the cylinders greater than the pressure of the atmosphere into which it escapes; but this desideratum is difficult to be attained. The pistons of loco- motive engines being impelled with great velocity, the steam is necessarily carried into the ports of in- troduction with a velocity which is in inverse proportion to the section of the uncovered part (of the port) with the area of the cylinders. This velocity is further affected by the irregularity attending the conversion of a rectilinear motion into a circular one. The latter is accomplished by means of a crank- arm, which follows every movement regularly, and transmits the motion to a rectilinear horizontal rod, the velocity of which is represented by 0293 for the quarter of the revolution which approaches nearest to the vertical, and by O'T 07 for the quarter nearest the horizontal. Thus, the total speed of the piston is composed of a minimum and of a maximum ; the minimum takes place when the crank-arm passes above and below the horizon — the maximum, wdien it performs the quarter of the circle of the passage from one side to the other of the vertical ; in other words, the more the direction of the movement of a crank-arm approaches to a parallel with the rectilinear rod which it works, the greater is the speed transmitted to the rod ; and the more it moves from a parallel, and approaches the rod by a perpen- dicular movement, the slower is the motion imparted to the rod. When the engine works at its greatest speed, or at about 38 miles an hour, or 1093 yards per minute, the size of the wheels being 5 feet 3 inches, and their circumference 16 feet 6 inches, the number of strokes of each of the pistons is about 200 per minute, and of their movements 400, the length of eacli being about 1 foot 6 inches, which gives the piston a velocity of 192 yards per minute, or 10 feet per second, instead of about one yard, which is the velocity given to the pistons of stationary engines. The dimensions of the ports are generally l-10th the area of the piston ; the velocity of the steam in the ports would be about 100 feet per second, if they were always entirely open when the piston was moving, which is not the case, the aperture being only fully open during the middle of its course, and at a point where the piston has a speed once and a half as fast as its mean velocity ; the velocity of the steam through the ports would therefore be about 165 feet. Taking the contractions, also, into account, reduces the openings to two-thirds ; we thus find that the steam has a mean velocity of 200 to 250 feet per second at the ports. This velocity, although very considerable, does not, however, produce the injurious effect that was at first imagined. The velocity of the waste steam, in passing into the void, is upwards of 1970 feet per second, and its velocity upon escaping into the atmosphere is about 1400 feet, when the absolute pressure of the steam is about two atmospheres. This velocity is more than 870 feet for an effective pressure of a quarter of an atmosphere, or an ab- solute pressure of 1 at : 25 ; indeed, the generating pressure of a velocity of escapement equal to 290 feet does not exceed l-50th part of the atmosphere alone. The resistance arising from the steam-ports is, then, perfectly unaffected at high velocities, but if the latter were even considerable, it would not have a troublesome effect ; indeed, with a speed of 37 miles an hour, the boiler cannot furnish the cylinders with any other than steam of reduced pressure ; there- fore, of what consequence is it that this reduction should be partly caused by the ports, instead of being wholly effected by the regulator ? Hut although we have no loss of force arising from the steam-ports, this is not the case with the waste steam-ports. The force which the steam exerts in its escape always diminishes the useful pressure — ■ and it is very considerable, since the velocity is of necessity very great, in order that the cylinders may be instantly cleared. It is, therefore, necessary that the velocity of 250 feet, although sufficient when continued throughout the stroke, should be considerably increased, in order that it may be enabled to free one side of the cylinder instantly. In the next place, the steam, after passing out of each of the cylinders, again unites in a pipe, which »s contracted at the upper extremity, and presents another impediment to its passage. This peculiarly formed pipe is employed for the purpose of creating a draught. But the resistance which it produces /s naturally detrimental to the moving-power, which may be accounted for as follows : Suppose that, 248 LOCOMOTIVE ENGINE. with a speed of 39 miles, the cylinders are filled with steam of 3 at : 75, which is successively held and dispersed. In calculating the volume of this steam, with successive stops, we should find that it is nearly double that of the cylinder. Taking the total volume of steam supplied, having the section ol the blast-pipe, (whose conical shape does not present much contraction,) we arrive at this result: that, supposing the escapement to be incessant, the steam would have a mean velocity of 820 feet, corre sponding to a generating pressure of a quarter of an atmosphere. This result shows that this great velocity of escape absorbs a considerable portion of the power of the engine ; and if we remember that, at these same velocities, the motive steam must necessarily diminish the pressure, also that the air op- erates upon and at length overcomes it, we can easily conceive that there are certain limits to the velocity which cannot be exceeded with certain engines, even when running without a load. These limits, which were originally from about 39 to 44 miles an hour, have been increased, with engines made more recently, to nearly 53, or even upwards of 60 miles an hour. Eccentrics . — The two pistons are each attached by fixed rods, to guide them in their rectilinear strokes, and by movable rods, called connecting-rods, to an axle furnished with two cranks, set square with each other ; this axle is mounted upon two wheels, which are termed the driving-wheels, and re- ceive a rotative movement direct from the pistons. The readiest plan of distributing the steam, at the commencement of the action of the piston, consists in employing the rotative motion of the axle to conduct two eccentrics at the same time with the wheels, which, by their alternating motion, open and close the slides. The eccentrics are placed on the axles of the driving-wheels in such a manner as to disengage the slides from those ports whereby the steam is introduced into the cylinders, and to cover those reserved for its escape, at the commencement of the stroke of the piston ; to accomplish which, each eccentric is mounted upon the axle of the wheels square with the crank of the cylinder, the slide of which it conducts. In order to understand perfectly what then transpires, it is necessary to bear in mind that, when a crank transmits motion to a horizontal rod. it. impresses the rod with a rapid motion when it passes in a vertical, and with a slow one when i' passes in a horizontal direction. In accordance with this general law, when two crank-arms are mounted on the same axle, and trans- mit their motion to two rectilinear rods, the motion of each will be different, notwithstanding the cranks are both animated with the same velocity. Now, the slow movement occurs precisely at the commencement and at the termination of each half- stroke of the piston, since the crank-arm crosses the horizontal at this particular period. Therefore, il the eccentric be mounted square with the crank, the instant that it crosses in a vertical direction, and transmits the greatest amount of velocity to the slide, the crank wall be in a horizontal position, and the piston will be taking its slowest movement. The steam is introduced and let off uniformly every time the crank-arm is in a horizontal’ position — that is to say, every time the piston has finished one stroke and is commencing another — and it is performed with great precision, depending upon the uniform ac- tion of the slide. It may be further observed, in the case of one crank being placed on the same axle with another, when one is passing from one side to the other, in making a semi-revolution, the other is passing from the top to the bottom ; or if each of these cranks transmits a rectilinear motion to a rod, the rod conducted by the first crank conveys a certain motion in one direction, and that conducted by the other conveys the same amount of motion, but distributed in the opposite direction. The results of this uniform principle in the construction of locomotive engines are as follow : At the instant one of the cranks is in a horizontal position, and the piston at the commencement of its stroke, during the first half (of this stroke) the slide moved by the eccentric, which is in a vertical position, conveys a motion which has the effect of uncovering one of the ports, and by the time the eccentric arrives at the horizon it becomes wholly uncovered. Jn the second half of the course of the crank, the slide returns to its original position, and the port becomes again covered. The slide is, therefore, always ready to uncover the opposite port at the commencement of the following stroke. It further results, when the crank is horizontal, that the two steam-ports are shut, the eccentric being then in a vertical position. Such is the principle of the distribution of steam. We shall not enter into the particulars of the several plans for effecting it at present, but their details, which do not differ essentially from each other, will be found in their proper place. The return motions, from the eccentrics to the slides, are con- structed of slight rods, and are therefore readily shifted ; yet, as the slides are drawn backwards and forwards under the pressure of the steam they are subjected to considerable friction, the rods are liable to be strained, and frequently become deranged by the eccentrics, also from the play of the points of the levers, and the several turning-joints being so very elastic. These circumstances of derangement have an important influence, by retarding the slide slightly, which has a powerful effect upon the regu- larity of the distribution ; and since the course of the eccentric is similar to that of the slide, the deten- tion of the action and the loss of speed occurring in the return movement from the above causes, show the necessity of the engine-nfan devoting the greatest attention to this point, and avoiding the evil as much as possible. The distribution of steam may be suspended whenever required, by means of hand- geer and reversing-handles, which detach the rods of the eccentrics from the levers which conduct the slides ; the same levers are also employed to reverse the movement of the slides at the time of running, and in such a manner as to render it opposite to the direction the engine is running in. This reversing the distribution of the steam is employed to stop the engine where other means are found insufficient, in which case the steam-ports on that side where the piston is returning become in- stantly uncovered, and the steam fills the whole cylinder, and thus opposes the progress of the piston ; the latter returns the steam again to the boiler if it should not be arrested. At the same instant the waste steam-port is covered by the slide, and consequently put in communication with the air, which enters by the blast-pipe and fills the cylinders, being drawn in by the action of the piston. Tims, the advance of the engine against the steam has the effect of conveying the air into the boiler, and the safety-valves consequently emit steam mixed with air. LOCOMOTIVE ENGINE. 24C Of the feeding of the boiler . — Having described the means of generating steam, and of distributing it in the cylinders, we shall now consider those for renewing the water in the boiler in sufficient quantity, as it becomes absorbed by the work of the engine. There are two pumps employed in effecting this, which arc on the lift-and-force principle ; the pistons consist of plungers, similar to those employed in ordinary stationary engines. They transmit the water from the tender to the boiler. One of these pumps can deliver a volume of water in the course of about twenty minutes sufficient to supply the boiler for one hour’s run. The quantity of water furnished by the pumps may be properly regulated, and the delivery of the same rendered continuous, but the latter is only accomplished in new engines , the boilers of the other engines are sure to be momentarily chilled, either in the operation of feeding with water, or in replenishing the fire with fuel ; but the fires of new engines are not so liable to this. Of the machinery and its disposal. We shall conclude our general observations on locomotive engines by referring to the disposal of the machinery connected with them. The power of the engine originates in the cylinders, the force produced within them proceeding through the smoke-box in which they are inclosed. This force or power acts in two ways, dependent upon the steam being on one side or the other of the pistons, and imparts to the rods an effort of traction or of pressure accordingly. The whole of this force is exerted upon the cranked axle, wherefore it becomes highly necessary that this axle should be attached to the cylinder-box by very strong framing ; the boiler is for this purpose placed on a frame, with which it is connected by stays secured by strong bolts. There are many engines which, after a few months’ work, manifest a sensible play, to an experienced eye, between the cylinder- box and the supports of connection between the boiler and the frame, from this reason. The carriages, or grease-boxes, which receive the gudgeons at the extremity of the axles, and thus support the entire weight of the engines, are situated beneath this frame, the gudgeons turning freely in them. If these carriages were the only points of resistance to the cylinders, it is probable that not only the supports of the boiler on the frame would soon give way, but the axletree, being only secured at its extremities, would also be subjected to these vibrations, and the greater part of it so powerfully forced in each direction, horizontally, by the cranks, that they would be soon broken. It is to obviate this that the cylinder-box is attached to the cranked axle by four, or at least three iron rails. These rails are strongly fastened to the cylinder-box, and each carries a copper collar, in which the cranked axle is in- closed. This collar is capable of moving in a vertical direction, whereby it is enabled to accommodate itself to the play of the springs and countersprings, which frequently have the effect of separating the axletree from the boiler ; but the collar is always secured horizontally, being that in which the cranked axle offers the greatest resistance, by means of suspended wedges, which operate similarly to keys, and tighten the carriages against the axletree. The cranked axle is secured in this manner at five or six places respectively, and further attached to the cylinder-box. The attention of the engine-driver should be directed to these rails of attachment, and he should constantly notice that they fulfil their office properly ; and in furtherance of which he should tighten them, by heightening the wedges as the car- riage of the axletree becomes worn. The three principal rails or cross-pieces which we have noticed, are attached just at their extremities, next the axletree, to lugs fastened to the fire-box. It is of consequence that these joints should not be made too stiff, and that a little play be allowed for their extension in cooling, for the reasons before stated, viz., that these rails are not subjected to the same degree of elongation from the effects of ex- pansion as the body of the boiler ; and, upon this occurring, the boiler is forced upon the rails, and the joints connecting them with the fire-box consequently become deranged, and give passage to the water situated within the double casing surrounding the fire-box. We have now to observe, that the necessity of reducing the weight of locomotive engines has led to the almost exclusive employment of iron in their construction, from which it results that the whole of the several pieces in friction against each other, from the effects of rotative or rectilinear movement and the sliding of one surface upon another, are proportionately weaker than those of ordinary stationary engines, the castings included, viz., the axeltrees, the beams, the connecting-rods, the guides, the eccen- trics, &c., and formed of smaller proportions. Now, there is a very important fact connected with engines, viz., the circumstance that the friction does not depend solely on the pressure, but on the de- gree of fitness of the metal to support the pressure without alteration. Thus when the state of the carriages becomes altered, the friction acquires immense influence; the bodies become heated and reduced from the filing, arising from the grip they have of each other ; they also sometimes become melted. The rubbing surfaces are therefore kept constantly oiled, to prevent any alteration taking place ; and this is more especially necessary with locomotive engines, as these surfaces are generally reduced almost to the minimum limits commensurate with the amount of pressure which they have to support. The least negligence on this point is consequently attended with serious consequences ; the first, from its increasing the resistance of the engine considerably, and qften stopping its progress ; secondly, from its increasing the wear of the carriages ; and, thirdly, from its causing the rupture of the pieces in consequence of their becoming heated, and the strains to which they are subjected. If the carriages become heated in the smallest degree, they are subjected to great pressure, and the relative hardness of the metals in contact is instantly changed, and the adherence between their surfaces in- creased, so that they become full of holes and impaired, and oil will never restore the delicate finish which is thus destroyed. A constant attention to the greasing, therefore, constitutes one of the surest means of preservation, and of insuring good work in the. locomotive. Another circumstance no less necessary, is the mainte- aance of the whole of the several pieces in a condition as near their original form and mounting as pos- sible. An engine is composed of so many pieces, and is subjected to such strong vibrations under the influence oi shocks, and from the sudden and incessant strains that it is subjected to, that it yields in a certain degree at its joinings. The engine-driver should direct his attention to the prevention of this movement, and he should not allow of any more play in the carriages than is necessary ; lie should re- 1150 LOCOMOTIVE ENGINE. place those pieces which become worn, and tighten those mountings as they become loosened. Ti e several joinings are, moreover, disposed in such a manner as to counteract the difficulties connected with • them, and exhibited with all the pieces thrown in friction with each other. Respecting the frames of locomotive engines, we may remark, that the plan of arrangement has been a subject of much controversy, whether they should be placed on the outside or on the inside of the wheels. If a perfectly rigid shaft were urged in a rotative direction by a rectilinear force, it would revolve with a degree of firmness proportionate to the distance its carriages were placed apart. If a cranked axle be supported by carriages situated near its centre, and impelled by forces acting ir. eontrary directions, as those transmitted to it from the cylinders, it would cease to be perpendicular to the movement of the pistons, upon the carriages becoming the least worn, and would form an angle proportionably large, accordingly as the carriages were placed near the centre. The flanges surround- ing the wheels would therefore knock against the rails, and the engine undergo violent lateral move- ments from its direct course, which would be dangerous, on account of the gre&t velocity. A like effect occurs when the cranks are placed at the extremities of the axle, instead of near the middle of it, as in the case of engines having the cylinders placed on the outside. The wear of the carriages, also, has the effect of increasing the force of the lateral movements considerably. Of locomotives employed in conveying freight. — It is customary, in the conveyance of freight, to employ engines with their driving-wheels coupled to the fore ones, which is effected by connecting- rods ; in which case the fore-wheels are of equal diameter with the driving-wheels. This coupling possesses no other advantage than that of increasing the power of adhesion, by allowing the fore- wheels to partake of the weight carried by the others. Of the tender. — A sort of wagon is attached at the extremity of a locomotive engine when in motion, which is called a tender, and which is generally mounted on four wheels, and sometimes on six. It contains water and fuel sufficient to feed the boiler and grate during a run of about twenty- five miles as a maximum, and about fifteen miles as a minimum. In order to supply trips exceeding these limits, reservoirs of water and depots of fuel are arranged at convenient distances on the line, which enables them to extend their run to distances which are only limited by the strength of the en- gines. The tender is joined to the engine which it accompanies by a bolt, which is adjusted to fit into a staple. This bolt should be capable of resisting the entire power of the engine. The reservoir of water communicates with the engine by the two pipes of the feed-pumps ; the connection of the barrels of the pumps is made by means of a flexible pipe, denominated hosing, whose nature is such that it can readily yield to all lateral and vertical movements of both engine and tender ; the movements are inevitable, for reasons before stated, from the little stability of the railway, the great velocity of the engines, &c. The bolt admits of every movement, except that of lengthening. Tenders of good construction should present an appearance of lightness combined with solidity ; the joints of the iron plates composing the reservoir of water should be well stopped ; the cocks of the sup- ply-pipes to the pumps also require to be made perfectly water-tight, which is a condition they do not always fulfil. The fuel in the tender is placed upon a level with that in the fire-grate. The wheels are wedged on the axletrees similar to those attached to the engine, and the weight of the tender is suspended on springs, to remedy the abrupt motion of the water. There is a hook at the back of the tender, which is attached to a powerful spring, to neutralize the effects of concussion, and for the pur- poses of traction, and it converts all shocks occasioned by the jerking of the engines, which are some- times very abrupt, into pressures more or less strong accordingly. Explanation of the principles which govern the power of locomotive engines. — The power of a loco- motive engine is not to be estimated alone by the pressure of the steam in the boiler, and the diameter and length of stroke of the piston. In passing between the boiler and the cylinder, the elastic force of the steam is diminished, before it reaches the cylinder, by the smallness of the apertures of the steam- pipes, through which it has to pass. This difference is, likewise, more frequently produced by the evaporating power of the engine not being capable of keeping up a supply of steam to the cylinders, of an elasticity equal to that in the boiler ; and, therefore, the pressure upon the piston is less than that against the steam-valve of the boiler; and this diminution of the elasticity of the steam, in the cylinders, as compared with that in the boiler, will, in many cases, be in the ratio of the increase of velocity of the engine. Thus, suppose an engine capable of evaporating a certain quantity of water per hour, or converting it into a certain bulk or quantity of steam, of the elasticity indicated by the valve on the boiler ; if this production of steam is sufficient to supply as many cylinders full of steam, of the density of that in the boiler, as shall be equal to the number of strokes per minute of the piston, required to produce the given velocity ; then, the elasticity of the steam in the cylinder will be the same as that in the boiler, except that which is required to force the steam through the steam passages with the requisite velocity ; and, consequently, the pressure on the piston will be nearly the same as that in the boiler. But, if the velocity of the engine is such, that the number of cylinders full of steam- required is greater than the evaporation of the boiler can supply, at the elasticity marked by the steam valve, then the elasticity in the cylinders is correspondingly diminished. Thus, suppose an engine capable of evaporating 50 cubic feet of water into steam per hour, and that the pressure on the steam valve is 50 pounds per square inch ; this will supply a given number of cylinders full of steam of that elasticity. Suppose the resistance to the motion of the piston be equal to this pressure of the steam, or equai to the elasticity of 50 pounds per square inch of the surface of the piston; then the engine will travel at that rate, which the evaporating power of the engine will supply it with the requisite number of cylinders full of steam. But, suppose, the resistance upon the piston increased by a change in the gradients of the railway, then the velocity of the engine will be diminished, until the evapora- ting power raises the elasticity of the steam in the boiler, so as to counterbalance the increased resist- ance of the piston, and the engine will consequently move more slowly. On the contrary, if the resistance be diminished by a change of the gradients of the railway, then steam of a less density will LOCOMOTIVE ENGINE. 2ol be required, and, consequently, a greater number of cylinders full will be furnished by the boiler, and the velocity of the engine will be increased. We see, therefore, that the only correct expression of power of these engines, is the evaporating power of the boiler, and that the velocity with which the engine will move, will depend entirely upon the quantity of water it can convert into steam in a given time ; or the number of cylinders full of steam, of a given elasticity, which the boiler can produce in a given time. Having found, therefore, by experiment, the quantity of water which an engine, of given dimensions, can evaporate per hour, we then find the power which that engine is capable of exerting upon the piston, and the velocity, or number of strokes per minute, which that evaporation will produce, with a given load. The volume of steam which a cubic foot of water will produce, depends upon the elasticity ; this has been ascer- tained by various experimentalists, and the following Table will show the result. The third column is the result of Mr. Pambour's later investigations : Relative volume of the steam generated under different pressures, calculated by the proposed formula. Total pressure of the steam, in pounds per square inch. Volume of the steam, calculated by the ordinary formulae. Volume calcu- lated by the pro- posed formula for high-pressure non-conducting engines. Total pressure of the steam, in pounds per square inch. Volume of the steam, calculated by the ordinary formulas. Volume calcu- lated by the pro- posed formula for high-pressure non-condensing engines. 15 1669 “ 65 434 436 ‘20 1280 1243 70 406 406 25 1042 1031 75 381 381 30 882 881 80 359 358 35 765 768 85 340 338 40 677 682 90 323 320 45 608 613 105 281 276 50 552 556 120 24? 243 55 506 509 135 224 217 60 467 470 150 203 196 We propose now to give the formulae for calculating the powers and proportions of locomotive en- gines, commencing with the values, as ascertained, of the various causes of retardation in the movement of a train on a railroad drawn by a locomotive engine ; and, combining these values, exhibit a general formula; for all cases of the movement of a locomotive, and under all circumstances. 1. Resistance to motion caused by the atmosphere . — The resistance against a body moving in an indef- inite fluid, at rest, is less than the resistance experienced by the same body placed at rest in an indefinite fluid moving against it, which seems to denote that a fluid in motion separates itself less easily than a fluid at rest. The second is, that a thin plate meets with a greater resistance from the air than a pris- matic body presenting in front the same surface, and that the resistance diminishes according as the prism is longer. This circumstance is occasioned thus : The air having glided over the edges of a thin body, rushes immediately behind it with great rapidity, and carrying in its motion the portion of fluid which we have mentioned above, produces a relative vacuum behind the opposed surface. But if the moving body be a lengthened prism, the air in passing along its sides loses a certain portion of its ac- quired velocity, and, consequently, on reaching the hind-face of the prism, extends itself behind it with a force more and more moderated; whence results that it produces there a partial vacuum, or non- pressure, less considerable than in the case of a simple surface. And as we have seen that the definitive resistance against a moving body is the difference between the pressure of the air in front and the par- tial vacuum created behind, it follows that longer bodies definitively suffer from the air a less resistance than bodies of inconsiderable thickness. The experiments of M. Thibault have confirmed those of Borda, on the proportionality of the resist- ance of the air to the square of the velocity, within the limits of velocity that we have to consider. They have, moreover, demonstrated that if two square surfaces be placed so that one shall precisely screen the other, and at a distance apart equal to one of their sides, the resistance against the screened surface will be 7-10ths of the resistance suffered by the surface in front. It consequently results that, when two surfaces are separated by a considerable space relatively to their extent, the resistance of the air against the second is to be estimated nearly as if it were isolated in the air ; but if, on the contrary, the two surfaces are very near each other, relatively to their extent, there is room to think that the screened surface may be almost entirely protected against the effect of the air, since a space equal to one side of the surface would be requisite for the air to exert against it a resistance equal to two-thirds of the resistance against an isolated surface. Uniting the results, and limiting ourselves to the case of a body moving in the air at rest, we have, to determine the resistance of the air, the following formulas, in which X represents the front surface of a body traversing the air in a direction perpendicular to that surface, V the velocity of the motion, e a coefficient variable with the length of the body, and, lastly, Q the definitive resistance produced by the air against the body : Q ^-0011896 t x V 2 . Eesistance of the air expressed in English pounds, the surface X being expressed in square feet, and the velocity Y in English feet per second. And in applying these formuke it will be necessary, according to the case, to give t ) the letter s the following values. 252 LOCOMOTIVE ENGINES. For a thin surface t = 143 For a cube t = 1-17 For a prism of a length equal to three times the side of its front surface t = 110 Of the resistance of the air against the wagons, isolated or united in trains. — From what we have just seen, it will be easy to estimate the resistance of the air against a prismatic body in motion, when its front surface and dimension in length are known. But as a wagon does not present a regular prismatic form, it becomes necessary first to consider how we may find what surface it really offers to the shock of the air. The front surface of a wagon may be directly measured ; it consists of two distinct parts, the surface of the load, and that of the wagon itself. The former of these surfaces necessarily varies according to the nature of the goods which form the load ; and the surface of the wagon, properly so called, includes the spokes of the wheels, the axletrees, axle-boxes, springs, and hind-wheels of the wagon. We obtain, as the result of sufficiently extended experiments for separate wagons, the value of t in the preceding formulae to be = 1T5. As to the trains of several wagons, we see that for the resistance of the wheels, an addition must be made to the transverse section of the train ; but as the wagons composing the same train, though very near each other, are not however in contact, it is necessary further to seek upon what extent of surface these wagons, thus united, still suffer the resistance of the air during their motion. From the result of a number of experiments undertaken to determine this resistance, it was found that in order to estimate the effects of the resistance of the air against the progression of a train, to take as resisting surface that of the wagon of greatest section, augmented by 10 square feet per intermediary wagon, and by 6 square feet for the first wagon, including of course in this number the engine itself and its tender. On railways of about 5 feet width of way, the surface of the highest wagon may, at a medium, be reckoned at 70 to 74 square feet; we may then esteem, in general, the resisting surface of a train of wagons at 70 square feet, plus as many times 10 feet as there are carriages in the train, including the engine and its tender. If the road has a wider way, or if the carriages offer a surface different from that we have just indi- cated, the carriage of greatest section must be measured, and that measure used instead of the number 70. If the wheels of the wagon are more than three feet in diameter, there will likewise be an addi- tion to make to take account of the greater surface which they expose to the shock of the air during the motion. This addition would be about 3 square feet per wagon, for wheels of 5 feet in diameter instead of 3. Finally, if the interval between the wagons, instead of being as it is at a medium on or- dinary railways, considering the different kinds of carriages and the inequalities of their loading, were augmented by any important quantity, there might also be some addition to make for the effect of the air against the loads of the successive wagons ; but as our determination in this respect gave something less than one square foot per wagon, and as the interval between the wagons could not be augmented by any thing considerable without being liable to inconveniences in practice, we deem that one square foot per wagon may comprehend nearly all cases. • When the effective surface presented to the shock of the air shall be known by the preceding calcu- lation, it must be substituted for the letter 2 in the formulae given above, putting at the same time for t its value suitably to the length of the prism formed by the train of wagons. According to the va- riation of £ observed by Dubuat for prisms of divers proportions, it will be found that in the case of a train of 5 wagons, we must make £ = 1'07, and that the case of a train of 25 wagons would require £ = T04. In order then not to have to return continually upon these considerations we will take as a medium t = 1-05, which is suitable to a train of 15 wagons, and expressing at the same time, in the formula given above, the velocity in miles per hour, we shall have, in fine, to express the resistance of the air against a train of wagons in motion, the following formula : Q = -002687 j»’. Resistance of the air, in pounds, the effective surface, of the train or the quantity S being expressed in square feet, and the velocity of the motion in miles per hour. Table of the resistance of the air against the trains. — To dispense with all calculation relative to the resistance of the air, we here subjoin a table showing its intensity for all velocities from 5 to 50 miles per hour, and for surfaces of from 10 to 100 square feet. Were it required to perform the calculation for a velocity not contained in the table, it would evidently suffice to seek the resistance corresponding to half that velocity and to multiply the resistance found by 4; or, on the contrary, to seek the resist- ance corresponding to the double of the given velocity, and to take a quarter of the result. So the resistance of the air against a surface of 100 square feet, at the velocity of 50 miles per hour, is equal to four times the resistance of the air against the same surface at the velocity of 25 miles per hour. As to surfaces greater than 100 square feet, they must be decomposed into surfaces less than 100 feet, and then the table will still give the results required ; for the resistance against a surface of 120 square feet is evidently nothing more than the sum of the resistances against one surface of 100 square feet and one of 20 square feet. By means of the table in question will be obtained, without calculation, the resistance of the air ex- pressed in pounds, for any velocity of the moving body ; but it is to be observed that the table supposes the atmosphere at perfect rest. If, then, there be a wind of some intensity favorable to the motion, or contrary to it, account must be taken thereof. In order to effect this, it will suffice to observe that if the wind is favorable, the body will move through the air only with a velocity equal to the difference between its own absolute velocity and that of the wind ; and that if on the contrary the wind is opjiosed to the motion, the effective velocity of the body through the air will be equal to the sum of its own ve- locity augmented by that of the wind. In this case, then, the velocity of the wind must first be meas- ured, by abandoning a light body to its action, and noting the time in which it traverses a space pre- viously measured on the ground; or else an anemometer may be used for the purpose. Then tha LOCOMOTIVE ENGINE. velocity of the wind must be subtracted from that of the train in motion or added to it, according to the ease ; and that difference or that sum is the velocity to be sought in the table, or substituted in the formula, to obtain the corresponding resistance against the whole train. If the wind, instead of being precisely contrary or favorable to the motion, should exert its action in an oblique direction, it would tend to displace all the wagons laterally ; and consequently, from the conical form of the wheels, all those on the further side from the wind would turn on a larger diameter than those on the side towards the wind. The resistance produced will therefore be the same as that which would take place on a curve on which the effect of the centrifugal force were not corrected, and tliat resistance would necessarily be very considerable. Practical Table of the resistance of the air against the trains. Velocity of mo- tion in miles per hour. Resistance of the air in pounds per square foot of surface. Resistance of the air in pounds; the effective surface of the train, in square feet, being: 20 30 40 50 60 70 80 90 100 Miles. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 5 •07 i 2 i, 3 4 5 5 6 7 6 TO 2 3 4 5 6 7 8 9 10 7 T3 3 4 5 7 8 9 11 12 13 8 •17 3 5 7 9 10 12 14 15 17 9 *22 4 7 9 11 13 15 17 20 22 10 •27 5 8 11 13 16 19 22 24 27 11 •33 7 10 13 16 20 23 26 29 33 12 •39 8 12 15 19 23 27 31 35 39 13 *45 9 14 18 23 27 32 36 41 45 14 •53 11 16 21 26 32 37 42 47 53 15 ■60 12 18 24 30 36 42 48 54 60 ie •69 14 21 28 34 41 48 55 62 69 17 •78 16 23 31 39 47 54 62 70 78 18 ■87 17 26 35 44 62 61 70 78 87 19 •97 19 29 39 49 58 68 78 87 97 20 1-07 22 32 43 54 65 75 86 97 107 21 1T9 24 36 47 59 71 83 95 107 119 22 1-30 26 39 52 65 78 91 104 117 130 23 1-42 28 43 57 71 85 100 114 128 142 24 T55 31 47 62 78 93 109 124 140 155 25 1-68 34 50 67 84 101 118 134 151 168 26 1-82 36 55 73 91 109 127 146 164 182 27 1-96 39 59 78 9S 118 137 157 176 196 28 2T1 42 63 84 106 127 148 169 190 211 29 2-26 45 68 90 113 136 158 181 203 226 30 242 48 73 97 121 145 169 194 218 242 31 2-58 52 77 103 129 155 181 206 232 258 32 2 75 55 83 110 138 165 193 220 248 275 33 2-93 59 88 117 147 176 205 234 264 293 34 3T1 62 93 124 156 187 218 249 280 311 35 3-29 66 99 132 165 197 230 263 296 329 36 3-48 70 104 139 174 209 244 278 313 348 37 3'68 74 110 147 184 221 258 294 331 368 38 3-88 78 116 155 194 233 272 310 349 388 39 4-09 82 123 164 205 245 287 327 368 409 40 4-30 86 129 172 215. 258 301 344 387 430 41 4’52 90 136 181 226 271 316 362 407 452 42 4-74 95 142 190 237 284 332 379 427 474 43 497 99 149 199 249 298 348 398 447 497 44 5-20 104 156 208 260 312 364 416 468 520 45 544 109 163 218 272 326 3S1 435 489 544 46 569 114 171 228 285 341 398 455 512 669 47 594 119 178 238 297 356 416 475 535 594 48 6T9 124 186 248 310 371 433 495 557 619 49 6 45 129 194 258 323 387 452 516 581 645 50 6-72 134 202 269 336 403 470 538 605 672 Of the friction of the cars of a train- — From experiments, the mean friction of the cars taken inde- pendently of the resistance of the air, amounts to of their gross weight, or to 5’76 pounds per ton ; but to simplify the calculations we will take it at 6 pounds per ton, which makes T l^ of the weight ol the cars. These are the results which ought to be rised when, for the resistance of the air, the determination deduced from the most recent and most exact experiments on the subject is used, and when account is 254 LOCOMOTIVE ENGINE. taken, as it ought to be, of the length of the prism formed by the train in motion, as well as of the effects of the air against the rotation of the wheels and the accessory parts of the wagons. It appears from this result that for the mean velocity of trains it would be indifferent to compute the friction of the cars at 5'7 6 pounds per ton, taking account of the real resistance of the air and of its effects against the accessory parts noticed above, or to take the friction of the wagons at 7 pounds per ton, accounting merely for the resistance of the air against the wagon of greatest section. On the other hand, as during the work of the engines their velocity is so much the greater as the train they draw is less considerable, whence the resistance of the air increases as the friction of the train diminishes, it will be found that either of the two preceding calculations leads to very nearly the same result, for the total resistance opposed by the moving train, and that it is only in cases of extreme velocity that the two modes of calculation present a notable difference. Without any important error, the second of the two modes of calculation may be used ; but the first is introduced with a view to the exhibition of a general formula. It should be premised that the valuation of the friction, which we obtained above, ought to be under- stood only of carriages similar to those which were submitted to experiment, and subject to like condi- tions, viz., with iron axles, turning on brass chairs, and provided with self-acting grease-boxes ; with three- feet wheels and axle-bearings If inches; with the use of a well-kept railway, and finally with the '.csual proportions of about | between the weight of the body of the loaded carriage and the total weight of the wagon. Were these conditions materially altered, a new determination of the friction would be- come necessary. Of gravity on inclined planes. — We have seen how the resistance caused on a railway by the friction of the wagons may be valued. But it sometimes happens that this friction is the smallest part of the total resistance which the engine has to overcome, in order to effect the motion of the train. This case occurs when the way is not level, and the train is obliged to ascend an acclivity. The resistance then caused is, as every one knows, much greater than on a level line, and in consequence it becomes neces- sary to take account of it in the calculations. When a body is placed on an inclined plane, the weight vhich urges it, and which always acts in a vertical line, is decomposed into two forces ; one perpendicular to the plane, and which measures the pressure produced against the plane, by virtue of the weight of the moving body, and the other parallel to the plane, and which tends to make the body slide or roll along the declivity. The latter force, which we will call the gravity along the plane, would inevitably drag the body towards the foot of the declivity, were it not counteracted by a contrary force. When therefore a train of wagons has to ascend an in- clined plane, the moving power must apply to it : firstly, a force able to overcome the friction of the wagons themselves ; and again, another force able to overcome the gravity in the direction of the plane. If, on the contrary, the mover draw the train of wagons down the plane, then, in order to produce the motion, it will evidently have to apply only a force equal to the difference between the friction proper to the wagons and the gravity, since the latter force then acts in the same direction as the mover. When a body of a given weight is set on a plane of a given inclination, we know that, in order to ob- tain the gravity of the body along the plane, its weight is to be multiplied by the fraction which ex- presses practically the inclination of the plane. Thus, for instance, on a plane inclined fg, that is to say, on a plane which rises 1 foot on a length of 89 feet measured along the acclivity, the gravity of 1 ton, or 2240 lbs., is 2240 = 25-2 lbs. 89 Moreover, when a train of wagons ascends an acclivity, the engine has not only to surmount the grav- ity of the wagons of the train, but likewise its own gravity and that of the tender which follows it ; and these forces do not present themselves when the motion takes place on a horizontal line. It is then on the total weight of the train, that is, including engine and tender, that the resistance caused by gravity on acclivities is to be calculated. If it be supposed, for instance, that a train of 40 tons, tender included, be drawn up a plane inclined ■gL, by an engine weighing 10 tons, it is clear that the definitive resistance opposed to the motion by the train will be 40 X 6 lbs. = 240 lbs., friction of the carriages at 6 lbs. per ton 240 lbs. 50 X -2.||- = 1258 lbs., gravity of the 50 tons of the train (reduced to lbs.) on a plane inclined fg, to be added 1258 Total resistance arising from friction and gravity 1498 lbs. If, on the contrary, the same train had to descend a plane inclined j- T Vo> the resistance it would then offer would be 40 X 6 lbs. - 240 lbs., friction of the wagons 240 lbs. 50 X ffjyg = 112 lbs., gravity of the train to be deducted 112 Definitive resistance arising from friction and gravity 128 lbs. In general, let M be the weight of the train, in tons gross and including the tender ; let m be the weight of the engine, expressed also in tons ; k the friction of the wagons per ton, expressed in lbs., as has been explained ; finally, let g be the gravity, in lbs., of 1 ton on the plane in question. It is clear in the first place, from what has been said above, that the quantity g will be equal to 2240, multiplied by the practical inclination of the plane ; so that if — express that inclination, or the ratio of the height of the plane to its length, we shall have, to determine y, the equation 2240 LOCOMOTIVE ENGINE. 25 £ This premised, the friction of the wagons will have for its value k M. Again, since g expresses tho gravity of 1 ton, it is plain that g (M -+- in) will represent, in lbs., the gravity of the total mass, train and engine, placed on the inclined plane. Thus, according as the motion takes place in ascending or in descending, the total resistance, in lbs., offered by the train on the inclined plane, will be k M + g (M -f- in) — (k + g) M + g in, an expression in which the sign + belongs to the ascending motion, and the sign — to the descending motion of the train. It will always be easy then to obtain the number of lbs., which represents the resistance opposed by a train in motion on a plane of a given inclination. Of the effects of the blast-pipe . — We have just examined several of the resistances which are opposed to the engine in its motion, viz., that of the wagons along the rails, and that of the air against the trains. But among other resistances which the piston has yet to overcome, is one arising from the disposition of the engine itself, and of which it will be proper to treat before proceeding further. The steam, after having exerted its action in the cylinder, might escape into the atmosphere by a large opening. It would then be possible for it entirely to dissipate itself in the air, during the time the piston takes to change its direction. Consequently the steam would in nowise impede the retrograde motion of the piston, whatever might be the velocity of the piston. But the disposition adopted is con- trary to this. The steam, on leaving the cylinder, has no other issue towards the atmosphere than an aperture exceedingly narrow ; nor can it, by that aperture, escape totally within the time of one stroke, except by assuming a very considerable velocity in its motion. For this, the steam in the cylinder must necessarily be at a pressure sensibly greater than that of the atmosphere into which it flows ; and as the pressure of the steam while flowing acts in all directions, and consequently against the piston, it results that the latter, instead of having simply to counteract the atmospheric pressure, finds an addi- tional one to overcome, which is to be added to the divers resistances already measured. This new cause of resistance might, as has been said, be in a great measure suppressed, by enlarging sufficiently the outlet of the steam. But to do this would be to lose one of the most active causes of the definitive effect of the engine ; for the object of the disposition of which we treat is to excite the fire sufficiently, and to produce, in a boiler of small dimensions, the very great quantity of steam requisite for the rapid motion of the engine. To this end, the waste steam is conducted to the chimney, and thrown into it by intermittent jets, through a blast-pipe or contracted tube, placed in the centre of the chimney and directed upwards. The jet of steam, as it rushes with force from this aperture, rapidly expels the gases which occupied the chimney. It consequently leaves behind it a vacuum ; and this is immediately filled by a mass of air rushing through the fire-grate into the space where the vacuum has been made. At every aspiration thus produced, the fuel contained in the fire-box grows white with incandescence. The effect then is similar to that of a bellows continually urging the fire ; and the arti- ficial current created in the fire-box by this means is of such efficacy for the vaporization, that were the blast-pipe suppressed, the engine would become almost useless, which proves that the current of air attributable to the ordinary draught of the chimney is in comparison but very trifling. Omitting the experiments and calculations from which it is derived, we obtain as the value of the resistance against the piston caused by the action of the blast-pipe, the formula S' •0113 v — ; o in which v is the velocity of the engine in miles per hour : S' the total vaporization of the boiler in cubic feet of water per hour ; o the area of the orifice of the blast-pipe expressed in square inches ; and the result of the calculation will give the pressure in the blast-pipe expressed in pounds per square inch. The pressure per square foot will be 144 times as much. With respect to the quantity represented here by S', the experiment from which we deduced the formula shows, that the vaporization signified is tne total vaporization effected in the boiler, that is to say, the vaporization counted before deduction of the water carried away in a liquid state with the steam. Making in the preceding formula •0113 S =r/, o the pressure in the blast-pipe may be represented by the expression p' v, m which p' will be the ratio of the vaporization to the orifice of the blast-pipe, multiplied by a constant coefficient. Now, for engines which vaporize as much as 60 cubic feet of water per hour, practice has established the use of a blast-pipe of 2'23 inches diameter, or 3’96 square inches of area, which gives for the value of the ratio 60 3'96 = 15-2. In constructing engines of a greater vaporizing power, it would be natural to increase the area of the blast-pipe in proportion to the quantity of steam to which it is to give issue. There is room therefore to think that the proportion thus established between the production of steam and the area of the blast- s' pipe, will not be notably changed by the different engine-makers. Consequently the ratio — may be regarded approximatively as a constant quantity, given by the above proportion. Then the preceding formula will be reduced simply to the expression T75 v, which will be useful especially in valuing the pressure due to the blast-pipe in engines whose vaporization is ‘256 LOCOMOTIVE ENGINE. unknown. In this formula, v is the velocity of the engine, in miles per hour, and the result is the pressure in the blast-pipe, expressed in pounds per square inch. As the pressure per square foot is 144 times as much, it follows that if we require the pressure expressed in that manner, we shall obtain its value by the formula 25'2 v. We shall then represent generally the pressure in the blast pipe under the form p' v\ and for the most ordinary cases, it will suffice to give to p‘, in this expression, one of the constant values above mentioned, according to the measures employed. But if the engine in question should differ too considerably from the proportions which we have just indicated with reference to the area of the blast- pipe, it would be necessary to substitute for that approximate value of pi’, its value function of S' and o. In line, to dispense with all calculation on this head, we here subjoin a table, in which will be found, on inspection, the pressures in the blast-pipe for given circumstances, and we continue that table beyond the actual effects of locomotive engines. It will there be recognized how, by augmenting the orifice of the blast-pipe, the resistance against the piston, arising from that cause, may be diminished at pleasure ; and it may probably be found, in consequence, that in the regular work of locomotives, it might be use- ful to adopt a blast-pipe with a variable orifice, such as was employed temporarily in the experiments from which these values were deduced. Then, by contracting the orifice of efflux of the steam only just as much as is necessary, there will be no more resistance against the piston than what is indispen- sable for the proper action of the engine. Practical Table of the pressures against the piston, due to the action of the blast-pipe. Diumeter of the blast-pipe. Velocity of the engine, in miles per hour. Effective pressure against the piston, in lbs. per square inch, the vaporization of the boiler, in cubic feet of water per hour, being: 30 40 50 00 70 80 90 100 miles. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 2 inches. 5 0*5 0-7 0-9 11 1-3 „ 10 IT 1-4 1-8 2*2 2'5 >» 15 1-G 2*2 2-7 32 3-8 „ 20 2*2 2-9 3-6 4-3 5*0 f} * 25 2-7 3-6 45 51 6'3 » 30 3-2 4-3 51 65 7-6 }} v 35 3-8 5-0 63 7-0 8-8 n 40 4-3 5-8 7-2 8-6 101 ’< „ » 2 1 inches. 5 OT 0'6 0-7 0-9 1-0 1-1 V 10 0'9 IT 11 1-7 2-0 2-3 15 1-3 1-7 21 2-6 30 31 20 1-7 23 2-8 31 4-0 4-5 25 21 2-8 3-G 4 3 50 5-7 JJ 30 2-6 3T 4-3 5*1 G'O 6-8 35 3-0 4-0 5-0 6-0 7-0 80 40 31 4 5 5-7 6’8 8-0 91 - » 2A inches. 5 0 3 0-5 06 0-7 0-8 09 1-0 ?> 10 0'7 09 1-2 11 1-6 1-8 2-1 »» 15 1-0 1-4 1-7 21 21 2-S 31 20 1-4 1-8 2-3 2-8 3-2 37 4-1 25 1-7 2-3 2'9 3-5 4-0 4*6 5-2 „ 80 21 2-8 35 41 4-8 5*5 6-2 35 21 3-2 4-0 4-8 56 61 7-3 »> 40 2-8 3-7 4-6 5*5 6-4 71 8-3 >> 45 3 1 41 5-2 6-2 7-3 8-3 9-3 y> 50 3-5 4-tl 5-8 6*9 81 92 101 n 2J inches. 5 0-3 01 0 5 0-6 0-7 0-8 0-9 1-0 10 0'6 0-8 1-0 11 1-3 1*5 1-7 1-9 15 0-9 11 11 1-7 2-0 2-3 2-6 2-9 20 11 1-5 1-9 23 2-7 3-0 31 3-8 25 1-4 1-9 2-4 29 33 3-8 4-3 4-8 30 1-7 2-3 29 31 4-0 4-6 5-1 5-7 35 2-0 2-7 33 4-0 4-7 53 60 6-7 40 2-3 3-0 3-8 4-6 53 61 68 7-6 45 2-6 34 4-3 51 6-0 68 7-7 8 6 50 2-9 38 48 57 6-7 7'6 8'6 95 LOCOMOTIVE ENGINE. 257 1 Jiameter of the blast-pipe. Velocity of the engine, in miles per hour. Effective pressure against the piston, in lbs. per square inch, the vaporization of ttie boiler, in cubic feet of water per hour, being: 30 40 50 60 TO 80 90 100 miles. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 3 inches. 5 0'2 0-3 0'4 0-5 0-6 0-6 0-7 0-8 10 0'5 0-6 0-8 1-0 IT 1-3 14 1-6 15 0-7 1-0 1-2 1-4 1-7 1-9 2-2 24 20 10 1-3 1-6 1-9 2-2 2-6 29 32 25 1'2 1-6 2-0 2-4 2-8 3-2 36 40 30 1-4 1'9 2-4 2-9 34 3-8 4 3 4-8 35 1-7 2'2 2-8 3-4 3-9 4-5 5-0 66 40 1-9 26 3-2 3-8 4-5 51 6-8 64 45 2'2 2-9 3-6 4'3 5 0 5-8 65 7-2 60 2-4 82 4-0 4-8 5-0 64 7-2 8-0 55 2-6 3-5 4-4 5-3 62 7-0 7-9 8-8 60 29 3-8 4-8 5-8 6-7 7-7 86 96 3J inches. 5 0-2 0-3 0-3 0-4 05 0-5 0'6 0-7 10 0-4 05 0'7 0-8 1-0 IT 1-2 14 15 06 08 10 1-2 14 1-6 1-8 20 20 0-8 IT 1-4 1-6 1-9 22 24 2-7 25 1-0 1-4 1-7 2T 24 2-7 8T 34 30 1-2 1-6 2-0 2-5 29 33 37 44 35 1-4 1-9 24 2-9 3-3 3'8 4-3 4-8 40 1-6 2-2 2-7 3 3 38 44 4-9 64 45 1-8 2-4 3T 3-7 4-3 4-9 55 6T 50 2-0 2-7 3-4 4T 4-8 54 64 6-8 55 2-2 3-0 3-7 4-5 62 60 6-7 7'5 60 2-4 3-2 4-1 4-9 5-7 65 7-3 8'2 3-J- inches. 5 0-2 0-2 03 0-4 04 0-5 05 06 10 0-4 0*5 0-6 0-7 0-8 0-9 IT 1-2 15 05 0-7 0'9 IT 1-2 14 1-6 1-8 20 0-7 0-9 1-2 1-4 1-6 1-9 2T 23 25 0-9 1-2 1-5 1-8 2T 24 2-7 29 30 11 1-4 1-7 24 25 28 32 35 36 1-2 1-6 2-0 25 2'9 3-3 3-7 4T 40 1-4 1-9 23 2-8 33 3-8 4-2 4-7 45 1-6 2'1 26 3-2 3-7 4-2 4-8 53 50 1-8 2-4 2-9 3-5 41 4-7 5-3 5-9 55 1-9 2-6 32 3-9 4-5 5-2 5-8 6-5 60 2-1 2-8 3o 4-2 49 56 64 7-0 3| inches. 5 02 02 0-3 0-3 04 04 05 0-5 10 0-3 04 0*5 0'6 0-7 08 09 1-0 15 05 06 0-8 0-9 IT 1-2 14 1-5 20 0-6 0-8 10 1-2 14 16 1-8 2-0 25 0'8 1-0 13 1*5 1-8 21 23 26 30 0-9 1-2 1-5 1-8 2T 25 2-8 31 35 1-1 1-4 1-8 2T 25 2-9 32 36 40 1-2 1-6 20 25 29 33 37 44 45 1-4 1-8 2-3 2-8 32 3-7 41 46 50 1-5 21 26 3T 3'6 4T 4-6 54 55 1-7 23 2-8 34 39 45 61 5-6 60 1-8 25 ST 3'7 43 4-9 55 64 4 inches. 6 0 1 0-2 0-2 0-3 03 04 04 05 10 03 0-4 0-5 0‘5 06 0-7 0-8 09 15 04 0-5 0'7 0-8 0-9 IT 1-2 14 20 0-5 0-7 09 IT 1-3 14 1-6 1-8 25 0-7 09 IT 1-4 1-6 1-8 2-0 23 30 08 IT 1-4 1-6 1-9 22 24 2-7 35 0-9 1-3 1-6 1-9 2 2 25 2-8 3-2 40 11 1-4 1-8 2-2 25 2-9 3-2 36 45 1-2 1-6 20 24 28 3-2 36 44 60 1-4 1-8 23 2-7 32 36 41 45 65 1-5 2'0 25 30 35 4-0 45 50 60 1-6 2 2 2-7 32 38 43 49 64 Vol. II.— 17 258 LOCOMOTIVE ENGINE. Of the several elements of the friction of locomotive engines. — After having examined the resistance offered by the loads to be moved, it will be proper also to make known the passive resistance or fric- tion of the movers which we have to employ ; for it is only the surplus of their power over and above what is necessary to propel themselves, that these movers can apply to the drawing of burdens. While a locomotive engine is performing the traction of a train, it evidently requires : — 1st, a certain force to make the train advance, or to overcome the resistance of all the loaded carriages ; and 2dly, another force to propel itself by overcoming its own friction. It is this second force, that which causes the engine to move, which represents the friction of the engine ; whereas the first is the resistance of the load , and the union of the two efforts constitutes the total force applied by the mover. The friction of a locomotive engine is then the force it expends to maintain itself in motion on the rails. But that force must clearly vary according to the weight or resistance of the load which the engine draws. In effect, the greater that weight, the greater also will be the pressure it causes on the axes of rotation, and on the divers moving parts of the apparatus; and as the friction is always in proportion to the pressure, it follows that the friction which takes place at these points, must augment with the load. Hence the friction of the engine, which is nothing more than the force resulting from the union of these different frictions, must equally increase with the load. Thus we find a difference between the friction of an engine unloaded , and that of the same engine loaded. The value of the first is found to be 15 lbs. per ton of their weight, and of the second, T37 lbs. additional per pound of traction in the case of uncoupled driving-wheels, and '215 lbs. per pound of traction in the case of engines with wheels coupled. It will readily be conceived, however, that it must vary some with the construction and state of every engine. With reference to the manner in which the additional friction of engines ought to be calculated, we have to bear in mind that it is to be reckoned on every pound of the total resistance exerted against the motion ; that is to say, the resistance caused by the friction of the wagons, that of gravity, and that of the atmosphere, must first be calculated, and on the sum of these the additional friction of the engine is to be taken at the rate already indicated. Of the total resistance on the piston, resulting from the divers partial resistances just enumerated . — We have just estimated successively the divers resistances which oppose the motion of the engine. It is necessary now to seek the definitive resistance which results from them united, per square inch or per unit of surface of the area of the piston. The resistances which we have hitherto considered are — the resistance of the air, the friction of the wagons, the gravity, the friction of the engines, and the resistance arising from the blast-pipe. But we must here add, besides, the atmospheric pressure ; for the engines under consideration being high- pressure engines, it follows that the opposite face of the piston necessarily supports, like every other uody in communication with the atmosphere, a certain pressure due to the elasticity of the atmos- pheric air. Thus, the definitive resistance exerted against the piston consists of six resistances, which are — the friction of the wagons, the resistance of the air, the gravity of the train, the friction of the engine, the atmospheric pressure, and the pressure caused by the blast-pipe. Of these six resistances, the last two act immediately and directly on the piston. 'They must therefore be moved at the velocity of the piston itself ; but it is not so with the other four. In an engine, the pressures exerted on different points by the same force, are in the inverse ratio of the velocities of those points. Here the engine and its train must be moved at a velocity greater than that of the piston, in the proportion of the circumference of the wheel, to twice the length of the stroke. The intensity of the pressure exerted by the resistance of the load, the air, the engine, and the gravity, is then increased by its transmission to the piston, in the above ratio of the velocity of the wheel to that of the piston. Consequently, if M express the number of tons gross which compose the total load, that is to say, including the weight of the tender-carriage of the engine, and k the number of pounds requisite to draw one ton on a railway, k M will be the resistance, in pounds, resulting from the friction of the wagons which carry the load. If at the same time we call g the gravity of 1 ton on the inclined plane to be traversed by the engine, and if m represent the weight of the engine, in tons, g (M -f m) will be the resistance, in pounds, produced by the gravity of the total mass, train and engine ; so that, according as the motion takes place in ascending or in descending, the definitive resistance arising from friction and gravity will be k M ±g (M + m ) = (k±g) M ±gm. Similarly, if we express by u v 2 the resistance, in pounds, exerted by the air against the train, at the velocity v of the engine, (k±g)ll±gm + u v 2 will be the resistance opposed to the motion of the engine by the friction, the gravity, and the shock of the air. If, again, F represent the friction of the unloaded engine, expressed also in pounds, and <5 its additional friction, measured as a fraction of the resistance, as has been already indicated, we see that F -f <5 [ (k±g) M ±g m -f u v-] will be the total friction of the engine at the moment when it draws the resistance ( k '±$0 M m + u v 1 . LOCOMOTIVE ENGINE. 259 Consequently (1 + 0 [ (£±<7) M±f7 m + u V] + F will be the total resistance opposed to the progression, along the rails, by the engine and its train. As this force produces on the piston a resistance augmented in the ratio of the circumference of the wheel to twice the stroke of the piston, if D express the diameter of the wheel, l the length of the stroke, and n the ratio of the circumference to the diameter, 0 + s ) [ (^dt#) <7 m + u Yi "t" o i will be the resistance on the piston, caused by that force, that is to say, caused by the resistance of the wagons, the gravity, the air, and the friction of the engine. This resistance is that which is exerted on the totality of the area of the pistons. But representing by <1 the diameter of the cylinders, d" will be the area of the two pistons. Whence (1 + [ {k±cj) M ±g m + ’ or, simplifying, (l + «) [(*±S0M ±c l m + uP]~ + ^- l , will be the same force, divided according to the unit of surface of the piston. Adding to this the atmospheric pressure p, and the pressure caused by the blast-pipe p' v, which are already measured per unit of surface, we shall have, in fine, for the total resistance R exerted on the piston, R = (1 + &) [ (k±ff) M±y m -f u F 2 ] ~ + 5Z + p -fy/ v _ In this expression, the quantity g represents the gravity on the plane to be traversed by the train ; if the plane be horizontal instead of inclined, we shall have g — o. The weights M and in of the train and the engine are expressed in tons gross ; the quantity k, which is the friction of the wagons per ton, is equal to 6 lbs.; the value of S is T37 or 4, for engines with uncoupled wheels; the velocity v of the engine is expressed in miles per hour; in fine, according as the dimensions D, l and d are expressed in inches or in feet, and the forces u, p and p\ in pounds per square inch, or in pounds per square foot, the value R which will result from the calculation will be the resisting pressure on the piston, expressed likewise in pounds per square inch, or in pounds per square foot. Applying this calculation to a train of 9 wagons and a tender, weighing 60 tons gross, and drawn at the velocity of 20 miles per hour, up a plane inclined t^j,, by an engine with two cylinders of 11 inches diameter, stroke of the piston 16 inches, propelling wheels 6 feet, not coupled, weight 8 tons, friction 104 lbs., blast- pipe 2'25 inches in diameter; and referring, for the resistance of the air, to what has been said above, the proceeding will be as follows : 60 X 6 = 300 lbs. Friction of the wagons, in pounds, or value of k m. 2240 — — X58 = 260 lbs. Gravity of the total mass, train and engine, or value of g (M -j- in ). 194 lbs. Resistance of the air against an effective surface of 180 square feet, at the ve- locity of 20 miles per hour or value of u v 1 . 7 54 lbs. Resistance of the train, or ( k + y) M -f- gm-\- u v 2 . ’lo'iXI'IS'l = 857 lb3. Resistance of the train, including the additional friction which it produces in the engine, or (1 -{- 5) [ ( k + g)~M.-\-gm-{-v, w 2 .] -f- 104 lbs. Friction of the unloaded engine, or F. 961 lbs. Total resistance to the progressive motion of the engine, or value of the term (l + i)[(* + fl')M + S Pm + ««»H-F. On the other hand, we have 3T416 X 60 in. = 188’5 Circumference of the wheel, expressed in inches, or z D. 2X16 in. = 32 Double the stroke of the piston expressed in inches, or 2 7 - = 5'9 Ratio of the velocities of the wheel and the piston, or L_- Thus, 961X6 9 = 5670 lbs. Resistance produced on the piston, or value of the term Again, 3T416X11 2 = 1 90 Area of tlie two pistons, in square inches, or 4 n d*. 260 LOCOMOTIVE ENGINE. Consequently, we obtain in fine 5670 190 = 29-8 lbs. Above-mentioned resistance, portioned per square inch of the surface of the piston. - 1 - 3’5 lbs. Effective pressure per square inch, arising from the blast-pipe, or p' v. l-t'7 lbs. Atmospheric pressure per square inch, or p. 48 0 lbs. Definitive resistance, per square inch of the surface of the piston of an engine with two cylinders of 11 inches in diameter, ro- aucing. It is then the latter quantity which we must now seek to determine ; but, as we have seen that the vaporization produced per unit of surface varies with the velocity of the motion, it is necessary to specify at the same time the velocity at which we wish to measure the vaporization. We find that in certain engines the vaporization per square foot of heating surface was T98 cubic foot, at the velocity of 1815 miles per hour. On the other hand, we know that the vaporization varies in the direct ratio of the fourth roots of the velocities. We may then deduce from thence, that at the velocity of 20 miles per hour, the vaporization of those engines will be / 20 \ i T98 S ^ - i ='203 cubic foot of water per square foot of heating surface. Operating in the same manner for the two following series, we obtain, for the velocity of 20 miles per hour, the determinations of the following table : Experiments on the vaporization of locomotive engines, per unit of total heating surface of their boiur. Number of the series. Average velocity of the engine in miles per hour. Vaporization per hour and per sq. loot of total heating surface, at the preceding velocity. Vaporization per hour and per sq. foot of total heating surface, at the velocity of 20 miles per hour. Miles. Cubic foot. Cubic foot. 2d, 1 8T5 •198 •203 3d, 20T3 •200 •200 4th, 8-99 •172 •210 5th, 15-26 •194 •208 Mean '205 Thus, from these experiments, it appears that at the velocity of 20 miles per hour, the vaporization of locomotives may be valued at "205, or, in round numbers, at '2 cubic foot of water per hour, per square foot of total heating surface of their boiler ; and it appears also that the different engines and different velocities lead to numbers almost identical, which tends to confirm the valuation we have just obtained. This determination is, as we have said, suitable to the velocity of 20 miles per hour; but it is easy to deduce from it that which would take place at any other velocity, by multiplying by the fourth root of the ratio between the given velocity and the velocity of 20 miles. It must, however, be observed, with respect to these determinations, that they are strictly suitable only to boilers constructed in proportions not very different from those used in the experiments ; that is to say, according to what has been explained above, that the heating surface of the fire-box ought not to be under a tenth of the total heating surface of the boiler, and the orifice of the blast-pipe not much larger than we had it in our experiments, according to the adopted practice. Were any notable change made in this respect, were the fuel of an inferior quality, or the engine materially different in construction from what we have described, there would be grounds for a new determination of the vaporization. In fine, we will again add, that the numbers obtained above indicate rather the consumption of water of the boiler, than the real vaporization produced ; for we shall presently see, that out of the total water thus expended by the engine, there is a portion which is drawn into the cylinders, mixed with the steam, but without being itself vaporized. Consequently, to obtain the real vaporization of the engine, it will be necessary to take account of this circumstance, as we shall do further on. Of the loss of steam which takes place by the safety-valves, during the icork of locomotive engines . — Among locomotive engines there are a great number which are subject to a continual loss of steam by the safety-valves. This effect arises from the engine being designedly constructed with an excess of LOCOMOTIVE ENGINE. 261 power ; that is to say, that according to the production of steam which takes place in its boiler, the engine cftuld draw its regular load at a greater velocity than it is allowed to do. The result is, that tc prevent the engine from acquiring too great a velocity, it becomes necessary partially to close the regu- lator, that is, to diminish the passage of the steam, till no more enters the cylinder than the quantity necessary to produce the desired velocity. Then the surplus accumulating in the boiler, at last raises the safety-valve and escapes iuto the atmosphere. When this loss takes place only on the regula- tor being somewhat closed, it is but a proof, as we have said, of a surplus of power which the engine holds in reserve. But if it takes place more or less under all circumstances, then it depends on the steam-ways being too narrow, and is consequently a defect in the engine ; in either case, however, it is necessary to obtain a valuation of this loss. There is yet another case in which engines are subject to a loss of steam by the valves ; but this loss is owing to a different cause from the preceding, and exhibits itself much more abundantly ; it is when the engine ascends a steep acclivity, with an apparently moderate load, or when it ascends a moderate inclination, with a very heavy load. At these moments the valves are always seen to emit an enor mous quantity of steam. The reason is that, as soon as the engine reaches the inclined plane, its load instantly becomes extremely heavy, on account of the surplus of traction required by the gravity on the plane. It has been shown, in effect, that on a plane inclined every ton produces, by gravity alone, a resistance equal to that of 3'7 tons on a level. It happens therefore, at that moment, that the re- sistance of the train may become greater than the actual pressure of the safety-valve. Consequently the steam, instead of flowing by the cylinder, driving back the piston, raises the safety-valve, and escapes into the atmosphere. If then the passage which the steam thus opens for itself were sufficient for its total efflux, no more steam would pass through the cylinder, and the engine would inevita- bly stop. Moreover, since, supposing even the steam in the cylinder at the same pressure as in the boiler, which is the most favorable supposition we can make, it still happens that the volume of steam expended by the cylinder is less than the volume of steam generated in the boiler, a part of the water must have been carried from the boiler to the cylinder, in its liquid state ; and the comparison between the quan- tity of water consumed by the boiler and that which, in the state of vapor, corresponds to the velocity of the piston, shows that the quantity of water really converted into steam, is to the total quantity of water consumed, in the ratio of the numbers 11827 15641 — ' b ' Thus, in this experiment, we see that -24 of the water expended by the boiler was carried into the cylinders without being reduced to steam, or that the real vaporization of the engine was -76 of the total water expended. The results which have just been presented above show that the quantity of water carried away with the steam, varies in different engines, and ought to be determined for each separately ; but as in taking the means between the different experiments, that loss is found to amount to -24 of the total vaporiza- tion of the boiler, this proportion may be adopted approximatively for engines that have not been directly submitted to experiment in this respect ; that is to say, in order to have the effective vaporiza- tion of a locomotive, the total vaporization of which its boiler is capable must be first measured ; from the result must be subtracted , if necessary, the loss, either accidental or permanent, which may be observed at the safety-valves, and the remainder must be multiplied by the fraction -76. Thus will be obtained the volume of water which passes into the cylinder, in the real state of steam, and produces the motion of the piston. We liave reason then to think, from the different experiments cited above, that with coke for fuel, and with the other circumstances of the work and the construction of the engines, the most advantageous ratio to establish between the total heating surface and that of the fire-box would be nearly that of 10 to 1 : since for a less proportion there would be increase in the expenditure of fuel, without increase of vaporization ; and for a greater proportion, on the contrary, there would be reduction in the vaporization of the engine per unit of surface, which would incur the necessity of a larger boiler, and consequently of a greater weight, which it is important to avoid. In fine, to arrive at a general conclusion from the experiments which have been made in order to the determination of this question, it appears that, according to the proportion of the fire-box to the total heating surface, the consumption of fuel in locomotive engines varies from 9'2 to 1T3 and 11'7 pounds per cubic foot of total water vaporized : so that it may, on an average, be valued at 10 7 pounds of coke per cubic foot of total vaporization, or its equivalent in other fuel. Fuel. — To find the quantity of fuel necessary for the engine per ton per mile, the load the engine is to draw must previously be given : in multiplying the given load by the velocity the engine will assume with that load, the product will immediately make known, in tons conveyed one mile per hour, the use- ful effect of the engine. Dividing then the consumption of fuel of the engine per hour by the useful effect produced in the same time, the quotient will give definitively the quantity of fuel which will be consumed by the engine per ton per mile in drawing the given load. The principal problems which occur with respect to locomotive engines have reference in the first place to two circumstances, namely: 1. When the engine is already constructed, and the question is to determine the effects that it will produce ; 2. When the engine is as yet unbuilt, and the question is to determine the proportions it ought to have in order to produce desired effects. At present we consider only the questions relative to the first case. When an engine is already constructed, and all its dimensions may be directly measured, the follow ing problems may present themselves: 1. To determine the velocity the engine will assume with a fixed load ; 2. To determine the load it will draw at a desired velocity; “262 LOCOMOTIVE ENGINE. 3. To determine the useful effect it will produce at a desired velocity, or with a fixed load. And this last problem may itself be expressed under ten different forms — namely, to find successively The useful effect of the engine in tons drawn one mile ; The useful effect expressed in horse-power ; The quantity of fuel necessary per ton per mile ; The quantity of water necessary per ton per mile ; The useful effect produced per pound of fuel consumed ; The useful effect produced per cubic foot of water vaporized ; The consumption of fuel which produces one-horse power ; The consumption of water which produces one-horse power ; The horse-power produced per pound of fuel ; The horse-power produced per cubic foot of water vaporized. Moreover, as two cases are necessarily to be distinguished in the work of the engines, namely, the case in which they work with a load or velocity indefinite, and that in which they work with the load or velocity which produces the maximum of usef ul effect, there will yet occur in tins respect a new series of questions, namely : 1. To determine the velocity at which the engine will produce its maximum of useful effect ; 2. To determine the load corresponding to the production of the maximum of useful effect ; 3. To determine the maximum of useful effect that the engine can produce. And this last problem may be expressed under the ten different forms which we have indicated above. Of the velocity of the engine with a given load. — Suppose, in effect, that a load of 50 tons gross, tender included, be drawn up a plane inclined by an engine with 2 cylinders 11 inches hi diameter, stroke of the piston 16 inches, wheels 5 feet, friction 103 pounds, total pressure of the steam in the boiler 65 pounds, or effective pressure 50 pounds per square inch, and, finally, vaporizing pjower 60 cubic feet of water per hour, or 1 cubic foot per minute. The total resistance opposed by that load to the motion of the piston is 48 pounds per square inch, when the velocity is 20 miles per hour. If, then, we admit that the engine will come near enough to that velocity, for the valuation which we have made of the resistance of the air and the pressure caused by the blast-pipe, in the calculation, not to be very far from the truth, we must conclude that, during the uniform or permanent motion of the engine with that load, the pressure of the steam, during its action in the cylinder, will likewise be 48 pounds per square inch. Now, the quantity of water consumed by the boiler amounts to 60 cubic feet of water per hour, and we have shown in treating of the vaporization that out of that mass of water 75-lOOths only, on an av- erage, are really converted into steam, and that the rest is merely carried away with the steam into the cylinders, but in a liquid state. The effective vaporization of the engine is, then, firstly, •75 X 60 = 45 cubic feet per hour, or •75 cubic foot per minute. This water is first transformed, in the boiler, into steam at the total pressure of 65 pounds per square inch ; but on passing into the cylinders it acquires the pressure of 48 pounds per square inch, and we know that, in this change, the steam remains always at the maximum density for its temperature. Its volume may then be determined by the table, which we have already given, on the volume of the steam formed under different pressures. According to this table, the volume of the steam formed under the total pressure of 48 pounds per square inch, is 573 times that of the water which produced it. Hence the quantity of water effectively vaporized per minute in the boiler, will form, during its passage through the cylinders, a volume of steam expressed by 573 X ’75 =430 cubic feet. On the other hand, the area of each cylinder is 95 square inches, or in square feet that area is repre- sented by '66 square foot; and the stroke of the piston is 16 niches, or T33 foot. Whence the capacity of each cylinder traversed by the piston is •88 cubic foot. But besides the portion traversed by the piston there still exists, at each end of each cylinder, a vacant space called the clearance of the cylinder, which is necessarily filled with steam at each stroke. The capacity of this vacant space, represented by an equivalent portion of the cylinder, and steam-ways included, is usually l-20th of the part of the cylinder traversed by the piston. The real capacity, there- fore, which is filled with steam at each stroke of the piston, is •88 X — '924 cubic foot. Consequently the number of strokes of the piston which the engine will give per minute, by reason of its effective vaporization, will necessarily be 430 ■ = 46o. •924 Now, each time the wheel makes one revolution the engine gives two strokes of the piston in each of its two cylinders ; and the diameter of the wheel is 5 feet, which makes 1 5‘7 1 feet in circumference. Therefore, at every four strokes of the piston the engine advances 15’7l feet; that is to say, its velocity, in feet per minute, will be — X 15-71 = 1822 feet. 4 Finally, as one mile contains 5280 feet, and one hour contains 60 minutes, the definitive velocity of tie engine, in miles per hour, will be LOCOMOTIVE ENGINE. 20 : X 1822 = 20'7l miles. 5280 Thus we see that the above vaporization will necessarily produce a velocity of 20'7 miles per hour for the engine ; that is to say, a locomotive engine with the given proportions may, if in good order, and with a well-stocked fire, draw a load of 50 tons gross, tender included, up a plane inclined at the velocity of 20'7 miles per hour. With regard to the velocity which we have just obtained, we must add that if the engine suffers be- sides a loss of steam by the safety-valve, which takes place in a great number of locomotive engines, there will then be a corresponding loss on the effective vaporization ; and consequently the definitive velocity of the engine will be reduced in a corresponding proportion. For instance, if the engine be liable to a loss of - 05 of its vaporization in full activity, its definitive velocity, in the case above mentioned, will become •95 X 20'71 = 19'67 miles per hour. The calculation will be performed in the same manner for every other load and for every other engine. Thus, in general, M, Representing the number of tons of the load, tender included ; in, The weight of the engine, in tons ; g, The gravity, in pounds, of one ton on the plane the engine has to traverse ; this gravity being null for the case of a horizontal plane ; k, The friction of the wagons per ton, expressed in pounds ; v, The velocity of the engine, in miles per hour ; u v 2 , The resistance of the air against the train, at the velocity v, resistance expressed in pounds ; p' v, The pressure against the piston, arising from the action of the blast-pipe, expressed in pounds per square foot ; F, The friction of the engine, in pounds ; 6, Its additional friction, measured as a fraction of the resistance ; D, The diameter of the propelling wheels of the engine, in feet; d, The diameter of the cylinder, in feet ; l, The length of the stroke of the piston, in feet ; c, The clearance of the cylinder, represented by an equivalent portion of the stroke of the piston, and consequently in feet ; P, The total or absolute pressure of the steam in the boiler, in pounds per square foot ; p, The atmospheric pressure, expressed in pounds per square foot ; finally, S, The effective vaporization of the engine, in cubic feet of water per hour, at the velocity known or unknown of the motion ; R = (l + ^) [(k±gW±gm + uv i ]^ l + J ^ l + p-{-p'v, will be the pressure of the steam per unit of surface in the cylinder. On the other hand, if we express by n the relative volume of the steam generated under the pressure R, a relative volume which will be found in the tables given, p. 230, since S is the volume of water vaporized per hour in the engine, it follows that will be the corresponding volume of the steam under the pressure R ; that is to say, during its action in the cylinders. But, expressing by w the ratio of the circumference to the diameter, the capacity of each cylinder which is traversed by the piston, has for its measure indH- and the clearance of the cylinder offers, besides, a capacity of I ir d ‘ c. Therefore the totality of the space filled with steam at each stroke, in each cylinder, has for its expression \itd 2 {lffc). Consequently the number of strokes of the piston corresponding to the volume of steam expended ^ S, will be n S \ it d“ (l -f- c) But, while each piston performs 2 strokes, that is, at every expenditure of 4 cylinders-full of steam, the engine advances 1 turn of the wheel, that is to say, a space represented by Therefore the velocity of the engine, in feet per hour, will be expressed by the above number of strokes, divided by 4 and multiplied by it D ; that is to say, the velocity will be D / -j- c And finally, as 1 mile contains 5280 feet, the velocity of the engine expressed in miles per hour, will be 1 D 528o" d 2 ' l-\-c ( 1 ) i'his expression will make known the velocity required, on substituting, for each of the letters, the valut suitable to it in the engine considered. 264 LOCOMOTIVE ENGINE. As it has been shown that the relative volume of the steam under the pressure R, may be ex- pressed by 1 n + q R it is plain that, instead of seeking the relative volume n in the table which we have given, its value may be represented by the expression 1 n + yR n + y 1 ( + <0 [(i-±y)M±ym+M» ! ]^+^+])+y!) j- and consequently the preceding expression of the velocity of the engine may equally be written under the form i 2 _j_ s o-80 q l + c ^^. 3 ) [(£±S , )M±y»i + Mif'] + F + 3 " +.P (1 bis) Such then will be the general expression of the velocity of the engine, in miles per hour ; an expression in which all is known from measures taken on the engine, even the vaporization S, which results from the extent of heating surface. Making use of this formula to find the velocities corresponding to divers loads of the engine, or to divers values of M, attention must be paid never to suppose, for M, a load capable of producing on the piston a resistance greater than the pressure of the steam in the boiler, because it is evident that the resistance would then exceed the power, and the motion could not take place. Nor can M be supposed of a value less than the weight of the tender, which is the minimum load an engine can have to draw. Beyond these two limits the solutions given by the formula would evidently cease to suit the problem. Practical formulae for calcxilating the effects of locomotive engines, and examples of their application . — We have hitherto presented the formula proper for calculating the effects of the engines, under a form completely algebraical, that is to say, leaving in them all the quantities represented by letters, without excepting the constant quantities whose values have been already determined in former pages. But we now purpose to reduce these formula to their most simple practical form ; in order to effect which, it will be proper to replace in them, as far as may be, the letters, by the numerical values which they represent. The letters which have a constant value in all cases and for all the' engines are — Friction of the wagons, which we have found equal to 6 lbs. per ton ; p, Atmospheric pressure, the value of'which is 2118 lbs. per square foot; n, Constant quantity relative to the volume of the steam, its value being '0001421, when the pressure is measured in pounds per square foot ; q, Factor relative to the volume of the steam, equal to '00000028 when the pressure is expressed in pounds per square foot ; c, Clearance of the cylinder, which may be taken generally at — of the useful stroke of the piston, which gives l _ 20 1+c-Ti These values being constant for all engines, may be introduced permanently into the equations. Sub- stituting them therefore for the respective letters, and effecting the calculation as much as possible, we obtain the following formulae, which are quite prepared for practical applications. In order to avoid recurring to another page of the w T ork, we will first repeat here the signification oi all the letters which subsist in these formute. M, Load of the engine, in tons gross, tender included ; m, Weight of the engine, in tons ; C, Weight of the tender, in tons ; < 7 , Gravity, in pounds, of 1 ton placed on the inclined plane to be traversed by the engine. If the in- 1 2240 clination of the plane be — > that gravity*(vill have for its value, in pounds, ; and if the plane be horizontal, the gravity will be equal to zero; v, Velocity of the engine, expressed in miles per hour; « jj 2 , Resistance of the air against the train, at the velocity v, a resistance expressed in pounds ; p' v, Pressure owing to the blast-pipe, expressed in pounds per square foot ; F, Friction of the engine, in pounds ; '’)- F ]-«S5 ( “'’ ±! '” ) = Load of the engine, in tons gross, tender included. u. E =M» = Useful effect, in tons gross, drawn 1 mile per hour, tender included. u ‘ KinHP ~ 62-5 ~ Useful effect, in horse-power. N Q. co. pr. t. pr. M = vj jr — 1 r My — (J v Quantity of coke in pounds, per ton gross drawn 1 mile, tender not included. S' Q. wa. pr. t. pr. m = rj — = 1 r My — Cy Quantity of water, in cubic feet, per ton gross drawn 1 mile, tender not included. My u. E. 1 lb. co = — = N Useful effect produced per pound of coke, in tons gross drawn 1 mile, tender included. _ My u. E. 1 ft. wa = -t— = Jo Useful effect produced per cubic foot of total vaporization, in tons gross drawn 1 mile, tender ircluded Q. co. fr. 1HP = < ^^ = Mv Quantity of coke in pounds, w hich produces the effect of 1 horse. Q. wa. fr. 1 HP = Mv Quantity of water, in cubic feet, which produces the effect of 1 horse. u. E. 1 lb. co. in H P = — = 62o N Useful effect, in horse-power, produced per pound of coke. u. E. 1 ft. wa. in H P = - M V , = 62'5 S’ Useful effect, in horse-power, produced per cubic foot of total vaporization. Case of maximum useful effect. 1-804 D S _ V ~ 1-421+ -0023 P 7 + Velocity of maximum useful effect, in miles per hour. M ' = (i + s)[Lg)i > ( p - 2118 -P' ^ ^ m ) = Maximum load of the engine, in tons gross, tender included. M. u. E =Wv’ = Maximum useful effect, in tons gross drawn 1 mile per hour, tender included. That there may be no misunderstanding as to the manner of expressing the divers quantities contained in the formula!, nor on the manner of performing the calculation, we will here give an example or tw r o with some detail. Suppose a locomotive of 65 cubic feet of total vaporization, at the velocity of 20 miles per hour ; with cylinders 11 inches or -917 foot in diameter, stroke of the piston 16 inches or P33 foot, wheels 5 feet in diameter, not coupled, friction 103 lbs., weight 8 tons, blast-pipe 2'33 inches in diameter, total or absolute pressure in the boiler 65 lbs. per square inch, and consumption of coke per hour 598 lbs. Sup- pose this engine employed on a level railway, of about 5 feet of width of way, and let it be required tc 266 LOCOMOTIVE ENGINE. know what velocity it will attain with a train of 10 wagons weighing 56 tons, tender included, which is the same as 5t) tons without tender. 1st. As the motion takes place on a horizontal plane, we have <7 = 0; and since the wheels of the engine are not coupled, we have <3 =-14 ==■}. Moreover, from the ratio which we have found between the total and the effective vaporization of the engine, the value of the latter, at 20 miles per hour, is S = -75 X65 = 48-75 cubic feet of water per hour ; *nd in fine, from the proportions of the engine, we have to conclude from it definitively the 11 required value of the load. As the value of the term — depends on the number of carriages in the train, which will itself be known only by the definitive solution of the problem, we will again in this place follow the method of approximations. Supposing the load to be of about 1 60 tons, the train will consist of 31 carriages besides the tender ; thus the effective surface offered to the shock of the air, will be 2 = 70 + 33 X 10 = 400 square feet. LOCOMOTIVE ENGINE. 267 Consequently the resistance of the air, at the velocity found, of 16-20 miles per hour, will he u v' 2 = 28? lbs., which gives substituting then this valuation in the formula, we obtain the result M' = 208-46 — 47-00 = 161-46. Consequently the load of 161-6 tons, forming a train of 31 carriages, besides the tender, will be tha maximum load required. 4th. In fine, if it be desired to know the maximum velocity the engine is capable of attaining, when followed by its tender only, and without drawing any train, the proceeding will be as in the first case ; but supposing the load to be of 6 tons only, and taking account of the increase of vaporization, accord- ing to the velocity, the result will be v = 35 03 miles per hour. In this last case, the useful effect of the engine, tender not included , will be null. From these detailed examples is seen how the calculation is to be performed in all the cases ; but it must be remarked, that with the use of logarithms, these different trials present no sort of difficulty, and that those who have once got the habit of these researches, guess immediately and at a glance, what numbers they ought to employ in the approximations, so that the apparent length of the calculation entirely disappears. Collecting the results which we have just obtained, calculating moreover the useful effect of the engine, and expressing it under the different forms already indicated, we form the following Table : Effects of a locomotive of 65 cubic feet of vaporization , with a load of 56 tons gross, on a level, tender included. M = 56 tons gross, tender included, (10 carriag-js and the tender ;) v = 2510 miles per hour; u. E = 141 1 tons gross drawn 1 mile per hour, tender included ; u. E. in H P =23 horses ; Q. co. pr. t. pr. m = -47 lb. per ton gross per mile, tender not included ; Q. wa. pr. t. pr. m. ... = -052 cubic foot per ton gross per mile, tender not. included ; u. E. 1 lb. co = 2-36 tons gross drawn 1 mile, tender included ; u. E. 1 ft, wa = 2T70 tons gross drawn 1 mile, tender included- Q. co. fr. 1 HP = 26-50 lbs. ; Q. wa. fr. 1 H P = 2-880 cubic feet ; u. E. 1 lb. co. in H P. = -038 horse ; u. E. 1 ft. wa. in H P. = -347 horse. Maxima effects of the same engine. M' = 161-5 tons gross, tender included, (31 carriages and tender;) v‘ = 16-20 miles per hour ; u. E =2616 tons gross drawn 1 mile per hour, tender included ; u. E. in H P =42 horses ; Q. co. pr. t. pr. m. ... = -24 lb. per ton gross per mile, tender not included ; Q. wa. pr. t. pr. m. ... = -026 cubic foot per ton gross per mile, tender not included ; u. E. 1 lb. co = 4'38 tons gross drawn 1 mile, tender included ; u. E. 1 ft. wa = 40-25 tons gross drawn 1 mile, tender included ; Q. co. fr. 1 H P = 14-29 lbs. Q. wa. fr. 1 HP = 1-553 cubic foot; u. E. 1 lb. co. in H P. = -070 horse ; u. E. 1 ft. wa. in H P. = -644 horse. To give a second example of this calculation, we will suppose the railway to have 7 feet of width of way, and seek what will be the velocity of the engines of medium force, in use on such a line, under the same circumstances as we have just examined relatively to a railway of about 5 feet of width of way. We will suppose then a locomotive of 120 cubic feet of vaporization, at the velocity of 25 miles per hour, with the following proportions : cylinders, 14 inches or 117 foot in diameter ; stroke of the piston, 16 inches or 1-33 foot; wheels, 8 feet in diameter, not coupled; weight, 18 tons; friction, 270 lbs.; blast-pipe, 3-14 inches in diameter ; total or absolute pressure in the boiler, 80 lbs. per square inch ; and consumption of coke in the same time, 1050 lbs. or 8"75 lbs. per cubic foot of water vaporized. More- over, by reason of the width of the way, we will take the surface of the largest wagon of the train at 100 square feet, the average surface of a wagon at 56 square feet, and the weight of the tender at 10 tons. . Seeking then by the same calculation as before, what effects this engine is capable of producing, first m drawing a train of 60 tons gross, tender included, which makes 50 tons without the tender and after wards in drawing its maximum load, we obtain the following results : 268 LOCOMOTIVE ENGINE. Effects of a locomotive of 120 cubic feet of vaporization, with a load of 60 tons gross, tender included M = 60 tons gross, tender included, (7 carriages and the tender ;) v = 34'75 miles per hour; u. E = 2085 tons gross drawn 1 mile per hour, tender included ; u. E. in H P =33 horses; Q. co. pr. t. pr. m. ... = '60 lb. per ton gross per mile, tender not included ; Q. wa. pr. t. pr. m. ... = -069 cubic foot per ton gross per mile, tender not included ; u. E. 1 lb. co = 1-99 ton gross drawn 1 mile, tender included ; u. E. 1 ft. wa = 17 38 tons gross drawn 1 mile, tender included; Q. co. fr. 1 H P = 31'48 lbs. ; Q. wa. fr. 1 H P = 3 597 cubic feet; u. E. 1 lb. co. in H P. = '032 horse ; u. E. 1 ft. wa. in H P. = -278 horse. Maxima effects of the same engine. M' = 147 tons gross, tender included, (20 carriages and the tender v' = 25 55 miles per hour; u. E = 3756 tons gross drawn 1 mile per hour, tender included ; u. E. in H P =60 horses ; Q. co. pr. t. pr. m. ... = - 30 lb. per ton gross per mile, tender not included ; Q. wa. pr. t. pr. m. ... = -034 cubic foot per ton gross per mile, tender not included; u. E. 1 lb. co = 3'58 tons gross drawn 1 mile, tender included ; u. E. 1 ft. wa = 31'30 tons gross drawn 1 mile, tender included; Q. co. fr. 1 II P = 17'47 lbs. ; Q. wa. fr. 1 H P = 1997 cubic foot; u. E. 1 lb. co. in H P. = -057 horse ; u. E. 1 ft. wa. in H P. = -501 horse. The velocity of the same engine, drawing its tender alone, would be 43'28 miles per hour ; which would be the maximum of velocity that this engine could attain. It is visible, in these examples, that the above formulae present no difficulty, and that it is merely necessary to preserve in them the homogeneity of the measures employed. Practical formulae, to determine the proportions of locomotive engines, according to given conditions.— We will here give, in their numerical form, all the formulae which are essential for determining the pro- portions of the engines, according to given conditions. For the signification of the signs employed, wi refer to page 243 of this volume. PRACTICAL FORMULA TO DETERMINE THE PROPORTIONS OF LOCOMOTIVE ENGINES, NECESSARY TO PRODUCE GIVEN EFFECTS. . G +l)v 784 [(6 ± g) M db g rn + u v 1 + — ^ ^ (2736 + p' p)”J = ^ [lira* 7 - 1 (6 ± g) M T V m - 11 u *' - IT^] =■ Total vaporization of the boiler, in cubic feet of water per hour. d==°._i±A l 2736 + P Square of the diameter of the cylinder, in feet. , D 1 +5 r ^ S ^ , FT d? 2736 +p'v Ll + a v v y 1-HJ Stroke of the piston, in feet. D: cPl 2736 + />' v '1 + 6 784 S Diameter of the wheel, in feet. 1 -J- <5 v — (6 m - i + a S = -i-.^.v (618 + P) = 784 D Total vaporization of the boiler, in cubic feet of water per hour. P = (1 + i ) jr / [ ( 6±flr) M ±flr« + «* ,I + j-^J+2118+pV. Total or absolute pressure of the steam in the boiler, in pounds per square foot. P =784 — .-, — 618 = d 3 1 v' Total or absolute pressure of the steam in the boiler, in pounds per square foot 1 d 2 = 784?.^. Square of the diameter of the cylinder, in feet. I v' 618 + P LOCOMOTIVE ENGINE. 269 , =m E s i _ 784 cf 2 V*618 + P Stroke of the piston, in feet d= 4-^-I'( 618 + f )= Diameter of the wheel, in feet. r) (6 ±<7)M ' ±gm + uv rl -f d * = 7 ' P — 2118— p'v' Square of the diameter of the cylinder, in feet. D (6±'7)M ' ±gm + uv'* + 1 = (1 + i) • P — 2118 — pV Stroke of the piston, in feet. F r+i _ F 1+1 (PI P — 2118 — p’v' (6 ±:*3 O ci Fig. 2655 is a back view of the outer end of one of the shuttle-boxes, showing the manner in which die lever U and its appendages operate. The piece of wood or metal Y which is raised and lowered by the action of the lever U, and which is represented as resting on the picker W, will, when the inner end of the lever U is down, rest upon the picker-rod X, where it serves to arrest the picker and stop the shuttle. When the lever U is raised, the picker is thereby allowed to pass home, and is conse- quently removed from the point of the shuttle, and this and the shuttle-box are left free to be raised or lowered. The ro*d A' bears against the pin b projecting from the picker, and serves to remove it from LOOM, DOUBLE-STROKE. 289 the shuttle -when the piece Y is raised. The rods c c support the pin l>, and serve as guides to the rod A'; the cord d connects the upper end of the rod A' to the upper end of the stave A, in order that the stave may by its motion move the rod also. I -will here remark, that a weight may be substituted for the spiral or other spring M ; that the shuttle-boxes may be raised by springs placed immediately under them, and that the tension of such springs may be taken off by means analogous to those described ; but it will be manifest to every com- petent machinist that any such variation of the respective parts will not substantially change the char- acter of my invention. The manner of constructing and arranging the apparatus as set forth by me, is that which I have deemed the best in practice. 290 LOOM, DOUBLE-STROKE. Fig. 2659, illustration of the movement which operates the picker-staff. Figs. 2660 ami 2661, shuttle. Fig. 2658, elevation of the loom on the side of the warp. Figs. 2662 and 2663, plan and section of the brake. Fig. 2664, plan of one of the shuttle-boxes. A, warp-beam. B B 1 B 2 B 3 B 4 , frame of the loom, b b, supports of the shaft of the drum C, fastened to the uprights of the frame by set-screws. C, wooden drum, dd', blocks to preserve separate tha threads of the warp. E E', harness for raising and lowering the threads of the warp for the passage oi the shuttle. F, breast-beam. G, cloth-beam. H, spur-wheel on the shaft of the cloth-beam, f pinion working into the wheel H. I, ratchet-wheel, which works with the pinion. J, bell-crank, moving on the centre n, and carrying the clicks g g' and the counterpoise j. g, lay-click, serving to give motion to the ratchet-wheel, g' g', stop-clicks, to arrest the movements of the ratchet-wheel, i, pin on one of the swords of the lay, to give motion to the bell-crank J. K, spur-wheel on the shaft of the drum A, work mg with the pinion k k pinion of 12 teeth, fixed to the shaft which carries the brake-pulley L, Fig LOOM, CARPET-WEAVING. 291 265S, and also Figs. 2662 and 2663. m, cord, fastened at one end to a spiral spring, and passing ovei the pulley M, supports the counterpoises M', formed of iron rings. N N', needles, ■which give movement to the harness of the treadles, one shorter than the other. 0 O', two eccentrics, cast in the same piece, serving to give motion to the treadles, and consequently to raise and lower the harness. P, shaft car- rying the eccentrics of the treadles, and also the cranks Z, which give motion to the picker-staff. P', spur-wheel on the shaft P. Q, pinion, of half the diameter of the wheel P, and giving motion to it. Q', a driving-shaft of the machine. R R', fast and loose pulleys on the shaft Q. for the working of the machine. S S', eccentrics, by means of which a double beat is given to the lay V at each revolution oi the main shaft. t 1', friction-rollers at the ends of the swords of the lay, to receive the action of the eccentrics S S'. T, two swords of the lay. U, lay or batten, on which traverse the shuttles. V, shut- tles ; X, picker-staff; x, picker strings, x, pickers of hide, serving to throw the shuttle, x 2 , guide-rods to the pickers. Y, wooden levers, sunk in the substance of the cheeks of the lay, and turning on the pin y. y y 1 y 3 y 4 y b , details of the stop-motion by which the loom is thrown out of geer by a failure ol the proper motion of the shuttle. Z, two cranks on the shaft P, giving motion to the picker-staff by means of friction-rollers z on the ends of the crank, working upon inclines z. Z 2 . two levers, connected witli the axes of the picker-staffs, and united by means of straps to a spiral spring Z 3 . LOOM, POWER CARPET, for weaving two or three ply ingrain or Kidderminster carpets, by E. B. Bigelow. It gives peculiar interest to the description of a valuable and meritorious invention, to pre- cede it by some account of the life an 1 character of the inventor. The mind loves to contemplate the early struggles of genius, to perceive and comprehend its first inspirations, and step by step to trace the development of its powers. Erastus B. Bigelow was born at West Boylston, Massachusetts, in April, 1814. Plis father was a cotton manufacturer, which circumstance, we have a right to assume, gave to the son’s mind its first tendency towards that peculiar branch of mechanical pursuits in which he has now attained an envia- ble and undisputed eminence. His parents, however, designed him for the medical profession ; but such a misdirection of faculties was not predestined by the “ Divinity that shapes our ends.” Before he had completed his medical education, his father, in common with many others engaged in man- ufactures at that time, failed in business, and was unable to complete the education of his son. What appeared at first a severe private calamity, has, -under a wise Providence, resulted in great public good. Finding himself without means to prosecute his medical studies, young Bigelow yielded to that ne- cessity which has so often proved the benign mother of early invention, and determined to direct his ingenuity to the contrivance of some piece of mechanism, from which he might obtain some pecuniary benefit. Whilst his thoughts were directed to that object, he happened one day to be lying on a bed covered with a knotted counterpane, a species of fabric in which the figure on the surface appears as if made by tying into knots the threads of the woof ; and as, some years before, an attempt had been made in West Boylston (where he was still living) to manufacture such counterpanes on hand-looms, and abandoned on account of the great labor and expense involved, three or four days being required to make one counterpane, it became evident to his mind that if he could succeed in producing a power- loom for this purpose, it would be highly valuable as a labor-saving machine, and that he could derive from it the pecuniary assistance for the want of which his medical studies had been suspended. It was a bold undertaking for one wholly uninitiated in the mysteries of the mechanic art, but his very inex- perience was to him a great benefit, by concealing from his sight the enormous mechanical difficulties he would have to encounter, and which, if then fully known, might have deterred him from ever carry- ing his purpose into execution. We may here notice this remarkable fact, that the most original and important inventions the world has ever seen, were the productions of men who had received little or no previous training in the particular art which they sought to improve. Jacquard, the inventor of the beautiful mechanism which bears his name, for weaving figured fabrics, is the only exception with which we are acquainted. It would seem that in pursuing any avocation steadily, the mind becomes so habituated to a certain practical routine, as to make it distrustful of any other ; whilst, on the other hand, a mere novice, from the fact of his approaching the subject untrammelled by habit or prejudice, will be better fitted to detect existing errors, and suggest bold and original improve- ments. But to return. This new idea, forced by circumstances upon Mr. Bigelow’s mind, he prosecuted so vigorously, that in the course of one year he hail an automatic loom for weaving knotted counterpanes in successful operation, doing the work in one-fourth of the time required by the hand-loom. The loom was arranged with every fourth dent of the reed adapted to slide vertically in the lathe, and with a hook on the front edge. To the lower end of each of these hooked dents was suspended a wire, attached at its lower end to one end of a lever, and the series of levers were acted upon at the other end by tappets, arranged in a helical line on a barrel or cylinder, for the purpose of depressing the hooked dents in succession from one side of the lathe to the other. The levers and dents were so weighted as to remain in a depressed position, with the hooks below the race-beam, to permit the passage of the shuttle, and when elevated they were held up by the pressure of a spring on each one. For the pro- duction of the figure, the hooks, or rather that portion of them required each time, were operated every fourth pick or throw of the shuttle, and after the fourth throw of the shuttle, the required portion of hooked dents were elevated above the weft-thread, the upper part of the hooks being curved, to admit of its passing by the weft-thread ; and then, when drawn down, each hook in succession caught the weft and drew it down below the line of the bottom warps, to form the loop, so that when the weft-thread was beaten up by the reed, and the warps crossed, each loop would project to the required distance above the face of the cloth. To insure the proper action of the hooks on the weft-thread, there was a plate imbedded in the race-board, and adapted to slide up and down, and having a notch corresponding with each hooked dent. This plate was brought up under the warps just before the hooked dents were denressed, and formed a bed for the hooks to draw the weft-thread down. The selection of the hooked 292 LOOM, CAE PET- WEAVING. dents required to be elevated and depressed, for each operation to determine the figure was effected by a series of needles, on the principle of the jacquard, and governed by punched cards ; but these nee- dles, instead of being used to operate knotted cards, were, at their outer ends, joined to wire hooks connected with the levers of the hooked dents, and when the needles were acted upon by the cards, the hooked wires of such of the levers as were to be operated to lift the dents were brought within the range of motion of a lifting-bar, which carried them up where they were held by the spring before described ; the lifting-bar was then depressed, and then, as the tappets on the barrel passed around, the lifted hooked dents were eacli in succession drawn down to form the series of loops. This loom was so ingenious, and worked so well, that our young inventor soon found capital- ists able and willing to furnish the means necessary for the enterprise, and a patent was secured for the invention in the United States, on the 6th day of January, 1838, and in England the same year. He contracted with parties to build three looms, they to pay a certain price for the invention, but be- fore this contract was fulfilled on either side, he visited New York, and there saw for the first time a new and different species of counterpanes, then just introduced from England, which, from the superior- ity of the fabric, he perceived must soon supersede the knotted counterpanes. Although being at that time in great pecuniary want, and surrounded by all its attendant privations and temptations, instead of proceeding to the enforcement of his contract, which would have at once relieved his wants, he im- mediately returned to Boston, and communicated to the parties what he had seen and believed, and advised them to abandon the enterprise, as, in his judgment, the new kind of fabric would be preferred in the market, and that he could produce a loom which would weave it with greater facility than the knotted counterpanes could be woven. His success in his first effort of invention, and the honesty of purpose manifested in this his first business transaction, could not fail to inspire a degree of confidence in his ability and integrity which proved of great advantage throughout his subsequent life, in bringing all his enterprises to a successful issue. He now entered into an agreement with the same parties to invent an automatic loom for weaving this new species of counterpanes, which was afterwards produced, and patented on the 24th of April, 1840, and put in successful operation. There are now 36 of these looms in operation at Clinton, Massa- chusetts, which supply the principal demands of our markets. Before he had completed the counterpane-loom above described, he had incidentally seen in New Jersey the operation of weaving coach-lace in hand-looms, and not having as yet realized any pecuniary advantage from his efforts, he determined, while progressing with the new counterpane-loom, to direct his attention to the subject of weaving coach-lace. With this view, he made inquiries of persons en- gaged in vending this kind of fabric, as to the extent of the consumption and the cost of production, as well as the difficulties of weaving it by hand. The result of his investigation determined him to make the attempt, and, with the pecuniary assistance of an elder brother, he proceeded to the construction of a loom which was completely successful. So urgent were his necessities at this time, and such was the ardor with which he pursued the subject, that he labored day and night, scarcely taking time for food and rest, and in the short space of six weeks from the time that he made the inquiries above referred to, he had the first loom in operation, and in three months after that, another and more perfect one, and the requisite capital under his control for putting up a large establishment. This result, when we con- sider the youth and inexperience of the inventor, and the peculiar difficulties of the subject, seems to us to have no parallel in the history of inventions. The figure on coach-lace is produced by raising on the surface of the ground-cloth a pile similar to the Brussels carpet, formed by looping the warps over fine wires, which are inserted under such of the warps as have been selected by the jacquard to determine the figure. The warps are then woven into the body of the cloth, to tie and fix the loops. The wires are then withdrawn and re-inserted. Auto- matic pincers, as if instinct with life, grasp the end of the wire, draw it out from under the forward loops, carry it back towards the lathe, where the warps are spread apart, forming what is called the open shed, and there introduce and drop it, that the shed may be closed and opened, that by the throw of the shuttle, the weft-threads, which are to tie and weave the warp-threads into the cloth, may be beaten up by the reeds. The pincers then move back to draw another wire from under the formed loops, and repeat the same operation, several such wires being used at the same time in the cloth, to prevent the loops from being drawn out by the tension which is given to the warps to insure an even and regular surface to the fabric ; but as there are a number of these wires woven into the cloth, nearly touching one another, it became a matter of great difficulty to contrive a mechanism winch would in- sure the taking of only one of these wires to draw it out, and select the piroper one at each operation. The pincers could not practically be made so narrow, and work so accurately, as to insure this. This difficulty was overcome by an ingenious mechanism placed on the opposite side of the loom, which at each operation selects the required wire, and pushes it out sufficiently far beyond the ends of the others to be gripped by the fingers, which then draw it out to carry it back and introduce it in the open shed of the warps. Some notion can be formed of the difficulties which this subject presented, by taking into considera- tion that the mechanism which works the wires must operate in connection with the mechanism which weaves the cloth, and the jacquard which produces the figure. The cost of weaving coach-lace was very much reduced by this invention, and there are now in one establishment in Clinton, Massachusetts, 96 of these looms in successful operation. Soon after this was in successful operation, Mr. Bigelow completed his second counterpane-loom, to which we have before referred, and he had then accomplished the first purpose which impelled him to exercise his ingenuity — he had acquired the means of completing his medical studies. But by this time he had found much greater attractions in the new career which circumstances had opened before him — it was one for which nature had manifestly intended him, and therefore invention was an occuna- LOOM, CARPET WEAVING. 298 tion no longer ancillary, but paramount, and the success with which he has pursued it up to this day L- now distinctly marked upon the pages of our industrial history.* The coachdace loom was merely the basis of a series of improvements then contemplated, but which have since been completed, and are now in successful use ; these improvements are in looms foi weaving Brussels and tapestry carpeting. , The weaving of Brussels and tapestry carpets by automatic machinery was considered by many, a few years back, to be a mechanical impossibility, and, indeed, there were few subjects that presented such formidable difficulties. After constant anti laborious exertions, at times snatched from other pressing engagements, Mr. Bigelow succeeded also in this undertaking. There are now 28 Brussels looms in operation in one establishment in Clinton, producing carpets which are pronounced by the ablest judges to be the best Brussels carpets manufactured in any part of the world, and 50 tapestry looms in the establishment of Messrs. Higgins & Co., New York; and when those now in contempla- tion shall have been completed, there will be 225 looms in operation on his plan, weaving each, on the average, from 18 to 20 yards per day, while from 3 to 4 yards per day is tiie average product of hand- looms. The surface of the carpets woven by these looms is more perfect and regular than when woven by hand, the texture of the cloth more regular, and, what is of the greatest importance, the figures are so regularly measured that, when put together, they make a perfect match. This perfection in the quality of the cloth and the regularity of the figure is in part due to improvements which will be described in connection with the ingrain-loom, as they are applicable to the weaving of all kinds of figured fabrics that require regularity in the figure. Shortly after the completion of his coach-lace loom, Mr. Bigelow called on Mr. Alexander Wright, the agent of the Lowell Manufacturing Company, who was not only a man of great experience in manu- factures generally, but possessed an intimate knowledge of the manufacture of coach-lace. From him he obtained valuable information, and in the course of their conversation, Mr. Wright called his atten- tion to ingrain carpets, and suggested to him the importance, as well as the difficulty, of producing a power-loom for weaving that kind of fabric. The hint was not thrown away, for as soon as he had completed his second counterpane-loom, he bent his mind to improving the ingrain manufacture, and in the year 1839, through the instrumentality of Mr. Wright, entered into an agreement with the Lowell Manufacturing Company to accomplish this purpose, and before the close of that year had completed the first power-loom for weaving two-ply ingrain carpets. This loom produced from 10 to 12 yards per day — the hand-loom produced only 8 yards per day. When his mind was first turned to this subject, it presented these leading difficulties. The mere weaving of the fabric by an automatic loom was easily effected, but to invent a loom which should make carpet fast enough to be economical, one which should make the figures match, and to have a good and regular selvage and a smooth, even face, were very serious practical difficulties. The hand-weaver, by the exercise of his judgment, can, to a certain extent, meet these contingencies ; if the weft-thread is too loose after the shuttle has been thrown, he can give it a pull with the fingers to make the selvage reg- ular; if he finds by measurement that by reason of the irregularity of the weft-threads or the ingrain- ing, the figure is being produced too long or too short, he gives more or less force to the lathe in beating- up ; and if he finds that the surface of the cloth is getting rough, he regulates the tension of the warps. In this way, by observation and the exercise of skill and judgment, lie can approximate, and only ap- proximate, to the production of a good and regular fabric. But to invent an organization of matter which should itself observe, and think, and judge, and do it all with more unerring accuracy than man himself- — this was a result almost absurd to contemplate, but which it was reserved for Mr. Bigelow to attain. In the first loom produced, he approximated more nearly than the hand-weaver to a perfect match in the figure, and this he effected by taking up the woven cloth by a regular and positive motion which was unerring, the same amount for every throw of the shuttle and beat of the lathe, and as the weft- threads are not spun regularly, and the weaving in of the warp-threads and passing the different colors from the upper to the lower ply or cloth, (as ingrain carpets are composed of two or three cloths woven and connected together,) to produce the figures, requiring sometimes more and sometimes less to make a given length, he determined to regulate the delivery of the warps as required by their tension, thereby throwing the irregularities into the thickness, where it cannot be noticed, instead of in the length, where it would destroy the match of the figures. And lie accomplished this by suspending a roller on the woven cloth, between the lathe and the rollers that take up the woven cloth, so that when the cloth was being woven too short, which indicates a deficient supply of warps, the roller would be elevated, and by its connection increase the delivery motion to give out more warps ; and when the cloth was being woven too long, which indicated too great a supply of warps, the roller was let down to decrease the delivery motion, and thus reduce the supply of warps. In this way the roller was made to act as a measurer and feeler of the quantity of warp demanded, and to direct the supply. But this contri- vance, like the mind of the hand-weaver, only came in play to prevent the progress of an evil after it had been observed. If he had applied this yielding roller to the unwcven warps to feel and ascertain the demand of warp beforehand, lie could have prevented the evil. He did not then perceive that this could be done, for the reason that this roller must be sensitive to detect and indicate the amount, and at the time the lathe beats up the weft, the warps must be rigid to resist the beat, or else a good fabric cannot be produced. This was, however, accomplished by a subsequent improvement, which will be hereafter described. * In addition to the establishments at Lowell, Thompsonville, and other places which have been built solely for the use of his improvements, the new town of Clinton, Massachusetts, (which we have mentioned before,) situated twelve miles north of Worcester, and now containing a population of nearly 3000, is virtually the creation of Mr. Bigelow’s own mind, it having been built up by business consequent upou his inventions. 294 LOOM, CARPET-WEAVING. A smooth and even surface for the cloth he obtained in the following manner. We have already pointed out that the passage of the warp-threads from one ply or cloth to the other, called ingraining, must necessarily be unequal and depending on the figure to be produced, and that in consequence of this the warp-threads that are the most ingrained will be taken up faster than those less ingrained, and as all the warps are of necessity rolled up on the warp-beam with equal tension, they can only be given out equally. This seeming impossibility he did effectually overcome in the following manner. Each warp-thread in the usual way passes through a loop called a mail, attached to a card suspended from the jacquard, and each card has suspended to it a weight, all the weights being equal. The two trap-boards of the jacquard move simultaneously, one up and the other down, and in these movements they catch or trap such of the cords (determined by the combination of cards) as are required to bring up the proper warp- threads at each operation to produce the figure, leaving down such of them as are not required at that particular operation ; and when the two trap-boards are on a level, and all the warp-threads connected with them in a horizontal line, and those not connected with them hanging down with the weights sus- pended to them, the lathe beats up the weft-thread which lies between the warps that are in a horizon- tal line, at the same time exerting a force on the weft-threads previously thrown, and beating them up more closely. Now, as the warp-threads are all connected at one end to the woven cloth, and at the other with the beam, it follows that those which are hanging down in a bent line with the weights suspended to them, will receive a greater proportion of the force of the beat of the lathe than those which are in a straight line ; and as all the warp-threads in succession take this hanging-down position, and all of them have an equal weight, it follows necessarily that each warp-thread in succession receives the same pull at the time the lathe beats up, and that therefore all tendency to irregularity in the length of the warp- threads taken up by the ingraining will not tend to produce an irregular surface, but, on the contrary, the surface of the cloth will be as smooth and even as if all the warp-threads were equally taken up in the weaving of the cloth, and were under a constant and equal tension. At the same time he accomplished the making of a good selvage by a mechanism which handed in- stead of throwing the shuttle across — an arm carried the shuttle half way across, and another there took it and carried it entirely across. By this means any required degree of tension could be given to the weft to make a smooth and even selvage. But although it accomplished this desirable object, it failed to work with sufficient velocity, and thereupon Mr. Bigelow, nothing daunted, renewed his efforts, and produced another loom with the fly-shuttle, in which he was enabled to make a good selvage by a mechanism which gives a pull to the weft-thread after the shuttle has been thrown, and as the lathe beats up. He also introduced other improvements, which will be hereafter described. This loom, although it produced about 18 yards per day, did not satisfy the inventor, and he again applied himself with renewed energy until he made a third loom, which averages from 25 to 27 yards per day of two- id y, and from 17 to 18 of three-ply carpets. There are now in operation at Lowell, Thompgonville, and t’nriffville, 450 of these improved looms. This brings us to our main purpose, the description of the loom as it is now worked, with all the improvements which have been made in succession from the commencement to the date of the last patent, the 23d day of October, 1849. But before proceeding to the detailed description of this loom, it may bo well to state that the improved method of producing figures that will match, which makes part of this loom, was invented in 1844, and patented on the 10th of April, 1845, in connection with a loom for weaving plaids and ginghams, which has gone into extensive use at Clinton, there being now 580 of them in one mill, and 120 in another. In addition to the various important inventions which have been enumerated, many others have been made by Mr. Bigelow connected with the details of various kinds of looms, and for drying and stretching fabrics and printing warps, some of which have been, and others are to be, patented both in England and in this country, and which are nearly all of decided practical utility. No one man within our knowledge, either in Europe or in this country, has given to the world so large a number of valuable inventions as Mr. Bigelow, and inventions, too, evincing not only great ingenuity, but sound inductive powers of the highest order. This invention for weaving ingrain carpets, taking it from the commencement, through all its stages, to the date of the last patent, consists : 1. In operating the trap-boards of the jacquard in a power-loom simultaneously, one up and the other down, instead of moving them alternately as in the hand-jacquard, whereby either the time required for the movements of the jacquard, or the velocity of their motion is reduced, the former admitting of more expeditious weaving (if the other operations be accelerated in the same ratio), and the latter re- ducing the liability to wear and tear. But there are other and important advantages incident to tnis change, such as balancing the weight of the harness, which in a jacquard is considerable, for that part of the harness suspended to the descending trap-board balances the corresponding harness suspended to the ascending trap-board, thus equalizing the resistance to the moving power, and rendering the operations easier and more regular. And still another change is, that the beat of the lathe takes place after the warps connected with the two trap-boards have passed and are a little crossed, and whilst the remaining warps are in their lowest position, that is, bent down by the weights suspended to their trap- cords, so that these, which like the others are held at both ends and bent down, will receive a greater portion of the force of the beat of the lathe ; and as all the warps in turn take this position, and each warp-thread, when in this position, is held down by the weights — all of them equal — suspended to its trap-cord, it follows that all the warp-threads, as before stated, receive an equal tension in beating-up the weft-threads, no matter what may be the variation in their lengths between the woven cloth and the yarn-beam, occasioned by the irregularity of the ingraining. The practical weaver will appreciate this as one of the most important advantages in weaving ingrain carpets, for it presents a principle ot '.ompensation and self-adaptation to the irregularity of the ingraining due to the figure never before LOOM, CARPET-WEAVING. 295 attained, and by which alone such fabrics have been made with a regular and measured figure, having a face or surface as smooth and even as a plain fabrie. 2d. In taking up the woven cloth by a regular and positive motion, which measures the length of cloth to be produced at each beat of the lathe when employed in connection or combination with a method of regulating the delivering out of the warps by their tension in proportion to the quantity re- quired, and taken up in the process ef weaving, and also with the holding of the warps rigid at the time the lathe beats up the weft to prevent them from yielding to the force of the beat. It will be seen that m this way the irregularities of the ingraining and of the weft-threads will be thrown into the thickness instead of the length of the cloth, for as the lathe beats up the weft-threads to the same distance each time, and a given and measured length of cloth is taken up, the same length of cloth will be woven ; but if the warp-threads were free to yield at the time the lathe beats up instead of forcing up the weft- threads to the required position, the whole cloth and warp would be forced forward, and produce what is called a sleazy fabric ; and this, from its loose texture, would soon accumulate to such an extent as to stop the further progress of weaving. But to prevent this, the moment the lathe begins to beat up the weft-thread, the warps are held firm to resist the force of the beat, and thus insure the carrying of the weft-thread up to the required line. In this way the two opposing or antagonistic conditions — sen- sitiveness to deliver out the quantity required, whatever may be the irregularity of the demand, and non-yielding to resist the beat of the lathe — are reconciled to produce the important result of weaving ingrained fabrics with a regular and measured figure ; a result never before attained, even with the hand-loom. 3d. In mounting the shuttle-boxes in independent frames at the sides of the lathe, which in this way becomes a mere guide to the shuttles as they are thrown from one side to the other. The advantages of this arrangement are, first, the weight of the lathe (which must have a considerable range of motion and a high velocity) is greatly reduced, and will not, therefore, require so much power to operate it ; for in weaving two and three ply carpets, particularly such as have a variety of colors, the shuttle-boxes are numerous and heavy, and in proportion to the number and weight would be wasteful of power and liable to derangement if carried by the lathe. Secondly, it affords a surer, easier, and more durable mode of operating the shuttle-boxes to shift the shuttles for the changes in the colors of the pattern , and, lastly, it is very efficient in producing a good selvage, for the moment the shuttle is thrown the weft-thread is held on a permanent bed by fingers, so that as the lathe beats it up, the pressure of the fingers affords the required friction to pull the weft-thread to make a tight and regular selvage ; and the shuttle-boxes being in independent frames, the weft-thread is not drawn out of its position in the cloth by the back movement of the lathe, as in the ordinary loom. Thus, the weft-threads, when once beaten up, are retained in that position, and their parallelism in the cloth is insured. 4th. In connection with the mounting of the shuttle-boxes in independent frames by the side of the lathe, using one cam and roller to work the lathe, and another to hold it in a fixed position during the throw of the shuttle, one of the said cams being on the lathe-shaft, and the roller which works in con- nection with it on the lathe, and the other cam on the lathe, and its roller or wrist attached to the first cam ; one of the cams being concentric to hold the lathe in a fixed position during a part of the rotation, and whilst the shuttle is being thrown, with its ends eccentric, that the roller may enter and leave it as the lathe is either gradually started or gradually arrested, and the other cam being of any form suitable for giving the lathe the required varying motions. By this means the cam and roller, which operate the lathe, and which are, in consequence, exposed to all the strain and wear and tear, are not used to hold the lathe in a fixed position during the throw of the shuttle. 5th. In combining with a power or automatic loom four series of shuttle-boxes, two on each side in separate frames at the sides of, and independent of the lathe, the said four series of shuttle-boxes receiving motion from the loom or from some first mover in connection with, or operating in unison with the loom ; one series of these shuttle-boxes on one side being for the purpose of holding all the shuttles of the various colors required for one ply of the carpet, and the corresponding series on the other side to contain the shuttles of the various colors for the other ply, so that by the up and down motions of these boxes, the various changes of colors can be effected, the other two series of shuttle-boxes being merely to receive and return the shuttle from and to the first series. In view of this, for some patterns the second or receiving shuttle-boxes may be single ; but for others they are required to be double, as the colors are required to be alternated. 6th. In combining with the lathe and the shuttle-boxes in separate and independent frames by the sides thereof, hinged guides to guide t]^ shuttles from the one to the other, and to yield and thereby prevent breaking whenever a shuttle, ot any part of it, fails to enter the shuttle-boxes. 7tli. In giving to the jacquard, which determines the figure, a separate organization independent of the loom which forms the cloth, that the various motions of the jacquard may be taken from or given hy a shaft or shafts within it, and simply deriving its or their motions from some part of the loom, or from some first mover corresponding with or regulated by the motion of the loom or part thereof, that the motions of the jacquard may correspond with those of the loom. In this way the motions of the jacquard are rendered more accurate and steady, and the weight of the moving parts is greatly reduced. Prior to this invention, in all looms for weaving by power in connection with the jacquard, all the motions of the jacquard were derived directly from some part of the loom and communicated by con- necting-rods, which were necessarily of great length. The principal difficulties attending this old mode of construction and organization were the inaccuracy of the motions by reason of the great length of the connecting-rods, the liability to derangement, and the labor and difficulty of adjusting the connections to the varying lengths of the cords of the harness as they are affected by atmospheric changes. All of which difficulties are avoided or greatly reduced by this separate organization. 8 th. In making the whole frame of the jacquard adjustable at one operation relatively to the frame of the loom, that the distance between the two may be adjusted to the varying lengths of the cords oi 2665 296 LOOM. CARPET- WEAVING. LOOM, CARPET-WEAVING. 297 the harness, whereby the utmost nicety in the adjustment can be obtained, and at the same time, in con- nection with the separate organization, avoiding the necessity of adjusting the connections when it be- comes necessary to adjust the jacquard to the varying lengths of the cords of the harness, for the jacquard, having a separate organization, no change becomes necessary in its own connections. 9tn. In communicating the required motions to the picker-staffs and to the apparatus for shiftily the shuttle-boxes hung in pendulous frames at the sides of and independent of the lathe, from a shaft or shafts above, whereby is avoided the serious difficulty before experienced of communicating the motions 298 LOOM, CARPET-WEAVING. from a shaft or shafts below to the picker-staff and the apparatus for shifting the shuttle-boxes which must be attached to or connected witli the shuttle-box frames that vibrate on axes above. By this im proved arrangement the motions are derived from a shaft or shafts coincident with or near to the axis of motion of the pendulous frames that carry the shuttle-boxes, instead of being below, where the frames have the greatest motion. 10th. In introducing in power-looms a reversing motion. Before this, power-looms were simply pro vided with the means of disconnecting the motive power, and arresting the momentum of the moving parts to enable the attendant to piece the threads, or to do what might be necessary preparatory to re-starting ; but as the loom cannot always be stopped with the parts in the positions required, the LOOM, CARPET- WEAVING. 299 ittendant has to reverse the motion of the loom by the application of hand-power to the driving-pulley , a mode of procedure attended with waste of time and great inconvenience, for the attendant must leave L’is usual position to go to the driving-pulley, and in heavy looms, such as are used for weaving carpets, much strength is required to set the machinery in motion. But by the use of a reversing motion, the attendant, without leaving his place, and by the simple motion of a lever, can operate the mechanism in either direction and to any extent desirable to bring the parts to a proper position for piecing the threads, &c., and re-starting. In the accompanying drawings, Fig. 2G65 is a plan of the loom in the present improved form. Fig. 2666, a plan of the loom below the jacquard. Fig. 2667, a front elevation ; Fig. 2668, a back elevation. Fig. 2669, an elevation of the left-hand side, without the jacquard; Fig. 2670, a vertical section, with the jacquard ; and Fig. 2671 another section. In the said drawings, A represents the power-loom, and B the jacquard-frame resting on beams C C C' O', supported on columns D from the main floor. The pendulous frames E E, which carry the series of shuttle-boxes, are arranged on each side of the lathe, and independent thereof, and are hung on arbors F F, at the top, on which they vibrate. These frames are vibrated back and forth simultaneously, in opposite directions, at each throw of the shuttle, so that the first series of shuttle-boxes on one side, and the second or receiving boxes on the other, shal 1 oe in line with the race-beam of the lathe when one shuttle is thrown, and vice vena for the next tnrow And these motions are obtained from a cam A' on the main cam-shaft B’ of the loom, which acts on an arm C s of a rock-shaft D that extends across the loom. This rock-shaft carries at each end a cogged sector E , which engages a pinion F' on a short arbor G' (one on each side) which carries two cranks U , one at each end, the wrists of which are fitted to grooves I’ I' in the pendulous frames, so that as the 300 LOOM, CARPET- WEAVING. arbors G' G' are vibrated by the rotation and peculiar form of the cam A' and the connections, the pendulous frames are vibrated in opposite directions, and there held during the throw of the shuttle, and then back again. The driving-shaft a of tire loom has a fast and loose pulley b c on one end, which receives the driving- belt from any first mover in the usual way ; and on the other end the said shaft has a bevel-pinion d. which takes into and drives a bevel-wheel c on the lower end of a line-shaft f which extends up to and has its upper bearing in a box g attached to one of the beams C', the upper end of the said shaft having a bevel-pinion h, which engages and carries a bevel-wheel i on one end of a horizontal shaft j, which has its bearings in boxes attached to the tops of the beams C. It is from this horizontal shaft that all the jacquard and shuttle motions are taken. LOOM, CARPET- WEAVING. 301 On this shaft j there is a cogged wheel R which communicates motion to a cog-wheel i on the jac- quard-shaft m, by the medium of a connecting pinion n, which turns on a stud-pin o adjustable in a sector-mortice p, the curve of which is struck 'from the centre of the shaft m. that the pitch-line of the said connecting pinion may be always at the same distance from the axis of the wheel i, when its stud- pin is shifted. By this means, when the jacquard-frame is adjusted, the connecting pinion can also be shifted and adjusted relatively to the pinion k on the shaft j. The frame B of the jacquard, as already intimated, instead of being permanently attached to the -beams C' O', is free to slide vertically, for the purpose of vertical adjustment, to suit any change in (lie length of the harness. The side-pieces q q of the frame of the jacquard embrace the transverse beams C' C', and slide in them accurately, but freely. The jacquard-frame rests on two horizontal slides S S, which are adapted to slide on the transverse beams (7 C', the upper surfaces of each being formed with two inclined planes 1 1, one for each of the sides of the jacquard-frame to rest on, so that when these two slides are moved to the one side or the other, the entire jacquard-frame will be elevated or depressed relatively to the loom below, the stud-pin of the connecting pinion n being at the same time adjusted in its sector-mortice to adjust the pitch-line of the cogged geering. The slides S S are operated simultaneously by a hand-wheel «ona short arbor v in front, which carries a worm w that engages the cogs of a wheel *on a shaft y that carries two pinions z (only one shown in the figures) that engage the cogs of a rack a on each of the slides. For the purpose of adjustment, it is only necessary to turn the hand-wheel until the jacquard is brought to the required position, and then to adjust the geering by shifting the stud-pin of the connecting pinion, the thread of the worm on the hand-wheel arbor and the inclination of the wedges being suffi- cient to retain the parts in a permanent position. The required motions of the trap-boards b' and c, and the journals d' e f g, are derived from the jacquard-shafts m, which, as described above, receive a continuous rotary motion from the driving-shaft 302 LOOM, CARPET- WEAVING. of the loom below, and the proportions of the geering, as represented in the figures, should be such as to give to the jacquard-shaft one revolution for every two of the lathe-shaft of the loom. On each end of the jacquard-sliaft m there are two cams K K and i i', which are all of the same form as represented in the figures. The cams h' h' are placed on opposite ends of the shaft, and in corresponding positions to work the trap-board b', and the other two cams i' i are arranged in the same manner, but on the opposite side of the axes of the shaft m, to operate the other trap-board c , as one trap-board descends whilst the other ascends ; and the form and position of the cams should be such that one trap-board shall begin to ascend as the other begins to descend. There are four levers j'j'k'k' placed above the cams and operated by them, each lever being hung on a fulcrum-pin at the rear of the frame, and having a roller m which bears on the cam. The two levers// are connected with the ends of the trap-board U by connecting-rods in’ m\ that the cams liK may communicate the required motions to it; and the other levers k’ k' are in like manner and for the same purpose connected to the other trap-board o', by similar rods n n. In this way it will be perceived that the required alternate up and down motions are given to the two trap-boards. The same cams and levers are employed for operating the four journals d' e' f 4 , which turns on a fulcrum-pin q\ its uppei arm being forked and made to embrace the collar r 4 of a wheel s 4 , which slides freely on the main driv- ing-shaft a of the loom. When the sliding-rod o 4 is drawn in the direction of the arrow, it forces the wheel s 4 against the face of a friction-plate u'\ which is fast on the main shaft, and this friction-plate has the effect of locking it with the main shaft, so that any motion given to this wheel s 4 will drive the main shaft. The hub v ' of the loose pulley carries a pinion w*, which engages another pinion x i , on a parallel shaft y 4 , the other end of which has a pinion z 4 , which engages cogs on the inner periphery of the wheel s 4 , so that the motion of the loose pulley communicates a reversed motion to this wheel, which drives the main shaft in the reversed direction whenever they are locked together by the friction-plate. The moment the attendant removes his foot from the treadle, the wheel is withdrawn from the fric- tion-plate by the tension of a helical spring a», on the slide-rod o 4 , and the parts are then in a condition for starting the loom by the shifting of the belt on to the fast pulley.* MACHINES are instruments employed to regulate motion, so as to save either time or force. The maximum effect of machines is the greatest effect which can be produced by them. In all urn chines that work with a uniform motion there is a certain velocity, and a certain load of resistance, that yields the greatest effect, and which are therefore more advantageous than any other. A machine may be so heavily charged that the motion resulting from the application of any given power will be but just sufficient to overcome it, and if any motion ensue it will be very trifling, and therefore the whole effect very small. And if the machine is very lightly loaded, it may give great velocity to the load ; but from the smallness of its quantity the effect may still be very inconsiderable, consequently between these two loads there must be some intermediate one that will render the effect the greatest possible. This is equally true in the application of animal strength as in machines.! 1. The maximum effect of a machine is produced when the weight or resistance to be overcome is four-ninths of that which the power, when fully exerted, is able to balance, or of that resistance which is necessary to reduce the machine to rest ; and the velocity of the part of the machine to which the power is applied should be one-third of the greatest velocity of the power. 2. The moving power and the resistance being both given, if the machine be so constructed that the velocity of the point to which the power is applied be to the velocity of the point to which the resist- ance is applied, as four times the resistance to nine times the power, the machine will work to the greatest possible advantage. 3. This is equally true when applied to the strength of animals ; that is, a man, horse, or other animal will do the greatest quantity of work, by continued labor, when his strength is opposed to a resistance equal to four-ninths of his natural strength, and his verity equal to one-third of his greatest velocity when not impeded. * Now, according to the best observations, the force of a man at rest is, on an average, about 70 lbs.; and his greatest velocity, when not impeded, is about 6 feet per second, taken at a medium. Hence the greatest effect will be produced when the resistance is equal to about 31 l-9th pounds, and his uni- form motion 2 feet per second. * The strength of a horse at a dead pull is generally estimated at about 420 pounds, and his greatest • The history of the invention of this machine is so full of instruction to the young mechanic, and the facts of the case coming entirely within our own knowledge, we have been induced to dwell upon them, although by so doing we have de- parted somewhat from the original plan of the Dictionary, which would confine all description to the machines themselves. t These conditions are deduced from the following empirical expression, which is adopted by Euler and other waiters, to represent the law of the moving power: Let 1’ = the power applied, (or weight which the power, when fully exerted, is just able to overcome ;) B = the resistance, or load, or weight to be overcome ; c the greatest velocity, or that at which the power ceases to act; a = any other velocity: then the law of the moving power is ’The variables in this expression are R and v, and the effect is represented by the product E v ; on making which a max- imum, the rules of the differential calculus give v = i c ; whence the formula becomes E = |P. From these expressions it follows, that when the moving power and the resistance are both given, if a machine be so constructed that the velocity of the part to which the power is applied is to the velocity of the part to which the resistance is applied in the ratio of 9 R to 4 P, the effect of the machine will be a maximum, or it will work to the greatest possible advantage. The above conditions apply equally to machines impelled by animal force and the agents of nature, as running water, steam, the force of gravity, &c. An animal exerts itself to the greatest advantage, or performs the greatest quantity of work in the least time, when it moves with about one-third of the utmost speed with which it is capable of moving. 4iid is loaded with four-ninths of the greatest load which it is capable of putting in motion. MACHINES. 309 rate of walking 10 feet per second; therefore the greatest effect is produced when the load = 18G| pounds, and the velocity y, or 3J feet per second. 4. A machine driven by the impulse of a stream produces the greatest effect when the wheel move® with one-third of the velocity of the water. The following may be taken as a general arrangement of machines : Class I. — Machines for overcoming inertia. Machines for raising weights. Machines for transporting weights on land. Machines for raising water. Blowing machines. Machinery for ascending and descending in fluida Machines for navigation, &c. Ploughs. Drilling machines. Reaping machines. Threshing machines. Mills. Boring machines. Class II. — Machines for overcoming cohesion. Cutting machines. Machines for cleaning, or removing impurities. Grinding machines. Machines for turning. Machines which act by compression. Pile engines, &c. Class III. — Machines for combining materials. Machines for weaving cloths, carpets, nets, stockings. | Machine for combining materials in brewing, die. Class IY. — Machines for measuring forces. Anemometers. Torsion machines. Balances and steelyards. Barometers. Thermometers. Hygrometers. Machines for measuring the elasticity and strength of materials. Dynamometers for measuring the force of men, animals, and other agents. Machines for measuring the force of projectiles. Machines for measuring the force of running water. Class V. — Machines for measuring and dividing space. Quadrants. Circles. Theodolites. Levels. Micrometers. Goniometers. Dividing machines. Odometers. Drawing and copying instruments. Class VI. — Machines for measuring time. Machinery . — The utility of machinery, in its application to manufactures, consists in the addition sdiich it makes to human power, the economy of human time, and in the conversion of substances ap- parently worthless into valuable products. The forces derived from wind, from water, and from steam, are so many additions to human power. The difference between a tool and a machine is not capable of very precise distinction, nor is it necessary, in a popular examination of them, to make any distinction. A tool is usually a more simple machine, and generally used by the hand ; a machine is a complex tool, a collection of tools, and frequently put in action by inanimate force. All machines are intended to transmit power. Of the class of mechanical agents by which motion is transmitted — the lever, the pulley, the wedge — it has been demonstrated that no power is gained by their use, however combined. Whatever force is applied at one part can only be exerted at some other, diminished by friction and other incidental causes ; and whatever is gained in the rapidity of execution, is compensated by the necessity of exerting additional force. These two principles should be constantly borne in mind, and teach us to limit our attempts to things which are possible. 1. Accumulating power . — When the work to be done requires more force for its execution than can be generated in the time necessary for its completion, recourse must be had to some mechanical method of preserving and condensing a part of the power exerted previously to the commencement of the pro- cess. This is most frequently accomplished by a fly-wheel, which is a wheel having a heavy rim, so that the greater part of the weight is near the circumference. It requires great power, applied for some time, to set this in rapid motion ; and when moving with considerable velocity, if its force is concen- trated on a point, its effects are exceedingly powerful. 2. Regulating powers — Uniformity and steadiness in the motion of the machinery are essential both to its success and its duration. The governor, in the steam-engine, is a contrivance for this purpose. A vane or fly, of little weight, but large surface, is also used. It revolves rapidly, and soon acquires a uniform rate, which it cannot much exceed ; because any addition to its velocity produces a greater ad- dition to the resistance of the air. This kind of fly is generally used in small pieces of mechanism, and, unlike the heavy fly, it serves to destroy instead of to preserve force. 3. Increase of velocity . — Operations requiring a trifling exertion of force may become fatiguing by the rapidity of motion necessary, or a degree of rapidity may be desirable beyond the power of muscular action. Whenever the work itself is light, it becomes necessary to increase the velocity in order to economize time. Thus, twisting the fibres of wool by the fingers wmuld be a most tedious operation. In the common spinning-wheel, the velocity of the foot is moderate, but, by a simple contrivance, that of the thread is most rapid. 4. Diminution of velocity . — This is commonly required for the purpose of overcoming great resistances with small power. Systems of pulleys afford an example of this. 310 MAGNET— MAGNETISM. 5. Spreading the action of a force exerted fcr a fe,v> minutes over a large time. — This is one of the most common and useful employments of machinery. The half-minute which we spend daily in winding up our watches is an exertion of force which, by the aid of a few wheels, is spread over 24 hours. 6. Saving time in natural operations. — The process of tanning consists in combining the tanning prin- ciple with every particle of the skin, which, by the ordinary process of soaking it in a solution of the tanning matter, requires from six months to two years. By inclosing the solution, with the hide, in a close vessel, and exhausting the air, the pores of the hide being deprived of air, exert a capillary at- traction on the tan, which may be aided by pressure, so that the thickest hides may be tanned in six weeks. The operation of bleaching affords another example. 7. Exerting forces too large for human power. — When the force of large bodies of men or animals is applied, it becomes difficult to concentrate it simultaneously at a given point. The power of steam, air, or water, is employed to overcome resistances which would require a great expense to surmount by animal labor. The twisting of the largest cables, the rolling, hammering, and cutting of large masses of iron, the draining of mines, require enormous exertions of physical force, continued for considerable periods. 8. Executing operations too delicate for human touch. — The same power which twists the stoutest cable and weaves the coarsest canvas may be employed, to more advantage than human hands, in spinning the gossamer thread of the cotton, and entwining the meshes of the most delicate fabric. 9. Registering operations. — Machinery affords a sure means of remedying the inattention of human agents, by instruments, for instance, for counting the strokes of an engine, or the number of coins struck in a press. 10. Economy of materials. — The precision with which all operations are executed by machinery, and the exact similarity of the articles made, produce a degree of economy in the consumption of the raw material which is sometimes of great importance. 11. The identity of the result. — Nothing is more remarkable than the perfect similarity of things man- ufactured by the same tool. This result appears in all the arts of printing : the impressions from the same block, or the same copper-plate, have a similarity which no labor of the hand could produce. 12. Accuracy of the work. — The accuracy with which machinery executes its work is, perhaps, one ol its most important advantages. It would hardly be possible for a very skilful workman, with files and polishing substances, to form a perfect cylinder out of a piece of steel. This process, by the aid of the lathe and the sliding-rest, is the every-day employment of hundreds of workmen. Machines are classed under different denominations, according to the agents by which they are put in motion, the purposes they are intended to effect, or the art in which they are employed. The reader is referred to the various machines, under their respective heads. MAGNET — MAGNETISM. The magnesian stone, or native magnet, abounds in various parts of tne earth, especially in iron mines, where it is found massive, frequently crystallized, and occasionally m beds of considerable thickness. Its constituents are, for the most part, oxygen and iron under the form of two oxides, the black and red. In 100 parts, we have about 73 parts iron and 27 oxygen : it has been termed magnetic iron ore. Its color varies from a reddish black to a deep gray. Native magnets from Arabia, China, and Bengal are commonly of a reddish color, and are powerfully attractive Those found in Germany and England have the color of unwrouglrt iron. The specific gravity of magnetic iron ore is about 4-J- times that of water, and affords, when worked, excellent bar-iron. This remarkable substance has not only the power of drawing apparently towards itself small parti- cles of iron, but it has also the important property of communicating or propagating, as it were, its own attractive power through a series of masses, so as to cause them to hang one on another in a sort of linked chain. If the magnet be suspended by a delicate silk line from some point between the surfaces of attraction, so as to admit of its turning freely on that point, the mass will rest only in one position : this position will be such as to place its poles either in the line of the meridian, or very near it ; one of the surfaces of the mass will have turned towards the north, and the opposite surface towards the south, and, if drawn aside from this position, will continue to vibrate backwards and forwards until it again rests in the same position. The attractive force of the loadstone or natural magnet cannot generally be considered as of any great amount. Native magnets in their rude state will seldom lift their own weight, and, with some rare exceptions, their power is limited to a few pounds. The effective power of the loadstone may be considerably improved by means of what is termed an armature , which consists of small pieces of very soft iron applied to the opposite polar surfaces of the stone, and projecting a little below it on each side. The attractive force is thus transmitted to the small projecting or artificial poles of iron ; this is found not only to augment the power, but also to en- able the experimentalist to bring both the poles to bear upon any given mass at the same instant. The pieces intended for the armature should be made of very soft iron, and each formed with a ver- tical face about gth to ^th of an inch thick, with a projecting solid foot below, as at ap and l n, Fig. 2672 ; the vertical face being closely applied to the polar surfaces, and the mass allowed to rest on the projecting feetpw, forming the artificial poles. Things being thus arranged, the whole is bound firmly together by a cap of silver or brass, or by plain metallic bands, as represented in A B and C D, Fig. 2673. A ling R is usually fixed in the upper part of the cap for the convenience of raising the whole mass, and a transverse piece of soft iron K, termed a keeper or lifter, furnished with a central hook G, is placed across the artificial poles p n, so as to unite them. This keeper is found to preserve and increase the attractive force of the poles, especially if the magnet be suspended by its upper ling R, and weights be attached to the book G, and by which its power may be roughly estimated. If the armed magnet be thus suspended, and a small scale-pan attached to the keeper II, an additional MAGNET— MAGNETISM. 311 weight may be added daily for a considerable time : the loadstone thus armed may be caused to sustain from twenty to thirty times its own weight. When an armed loadstone is employed for particular experimental inquiries or other purposes, the keeper K may be removed, but it should be replaced when the magnet is not in use. If we suspend a magnet by a fine silk fibre over another magnet, or near another magnet also sus- pended, the poles of these magnets will arrange themselves in such a way as to bring the opposite poles together ; the similar poles are found so powerfully and reciprocally repulsive, as not to allow ‘he masses to rest with their similar poles in juxtaposition. 2C73. Pieces of common iron, which have been for a great length of time in one fixed position, or under- ground, acquire considerable polarity — in fact, become magnets. In the “ Memoirs of the Academy oi Sciences” for 1731, we find an account of a large bell at Marseilles having an axis of iron: this axis rested on stone blocks, and threw off from time to time great quantities of rust, which, mixing with the particles of stone and the oil used to facilitate the motion, became conglomerated into a hardened mass : this mass had all the properties of the native magnet. The bell is supposed to have been in the same position for 400 years. The artificial magnet. — To make an artificial magnet, procure a small bar of steel about 8 inches in length, Ith of an inch wide, and Jth of an inch thick, or a piece of common steel wire of about the same length, and from |th to ^th of an inch in diameter. Let the steel be well hardened and tempered by plunging it at a cherry-red heat into cold water ; when cold and polished, apply each extremity in sue cession to the opposite poles of an armed magnet, Fig. 2672, first touching with gentle friction one ex tremity of the bar, or one of the poles and the opposite extremity on the other pole, or, which is bettejj draw the bar a b, Fig. 2674, a few times, in the direction of its length, across the two poles mn of the magnet M, as represented in the figure, and in such a way as not to pass either extremity, a h, beyond or off the opposite poles mn; finally, bring the bar a b so as to rest with its extremity a 'b equally dis- tant from each pole m n ; that is to say, bring the poles m n at the centre of the bar, or as nearly as may be. In this position remove the bar from the poles. The bar will now be found attractive of particles of iron, common steel needles, and other ferruginous matter : when suspended it will arrange itself in the direction of the magnetic meridian, and will, in fact, have all the properties of the loadstone, including the important property of imparting or exciting a magnetic condition in tempered steel. Take a small bar of steel which has been rendered magnetic by the process just described, apply it with slight friction to a piece of hard steel wire or a similar bar, and in such way that the opposite extremities of each bar may have contact attended by a slight degree of friction : this second bar or wire will be found also to have acquired a similar magnetic condition to the first ; and this process may be continued from the second to a third wire of steel, and so on without limit. The propagation of magnetism from one bar of steel to another, as illustrated in this experiment, en- ables the experimentalist to obtain artificial magnets to any given amount ; and since the form and magnitude of the steel has not been found to interfere with the generality of the result, we are further enabled to obtain magnets of any required figure or magnitude. It is to be especially observed that the polarities excited in the opposite portions of a steel bar by this artificial process of magnetizing are the reverse of those of the magnetic poles to which these por- tions have been applied. Thus in Fig. 2674, if the extremity b of the steel a b rest on the north, or positive pole n of the magnet M, the polarity induced in that extremity b will be a south or negative polarity. Reciprocally, if the extremity n be brought to rest on the negative or south pole m, then the polarity induced in that point of the steel will be a positive or north polarity. Artificial magnets may be of any required form, or of almost any dimensions, according to the par- ticular views of the experimentalist : for general purposes they are limited to straight bars, such as represented in Fig. 2675, or otherwise to bars bent into a curvilinear form, resembling a horse-shoe, as m Fig. 2676 ; the branches cp and c n bemg longer, and the extremities p n nearer than in the common horse-shoe. Many such bars, either straight or curved, form, when combined, what is termed a com- vound magnet, such, for example, as that represented in Figs. 2677 and 2678. The combination of several compound magnets with projecting armatures constitutes a magnetic battery or machine. The dimensions well adapted to magnetic bars, either straight or curved, are such as to give the breadth about -A th or -Ath of the leng th, and the thickness something less, or not exceeding one-half of the breadth. ° •512 MA GNEP— MAGNETISM. To magnetize a bar of tempered steel, Fig. 2676, curved into the horse-shoe form, fix the bar, Fig 2679, on a flat board, with its extremities, p s, against a straight piece of soft iron, p s, of the same thickness and width as the bar. Having secured the whole in this position, place a compound magnet M, or an armed native magnet, on one of the extremities s, of the curved bar, taking care that the oppo- site or marked and unmarked ends are in contact with each other. Continue as before to glide the magnet M several times round the whole series, and in the same direction, s cp, finally stopping in the 2675. 2677. 2678. centre, c. Repeat this process on each face of the bar, when a high degree of power will have become developed ; so much so, that the iron or keeper p s cannot be directly pulled away without considerable force, and in some instances cannot be conveniently removed except by sliding it off. In order to preserve effectually the magnetism thus excited in bars of steel, it is requisite, when not in use, to keep their opposite poles united by means of pieces of soft iron. 2080. 2670. Take a perfectly straight and even bar of steel, P S, Fig. 2680, sufficiently hard to retain.a magnetic state. It may be 7 inches long, Jth of an inch wide, and -Ath of an inch thick. Drill a clean hole through the centre of the wide surface, and then pass an extremely fine drill also through the centre transversely to this hole, across the thickness of the bar, edgewise, and so accurately as to pass through the centre of gravity of the mass, or as nearly as possible ; proceed now to complete the equilibrium of the bar upon a fine needle as an axis, and in such a way as to render it indifferent as to position in a vertical plane or nearly so, and that whether it be placed with one or the other face uppermost. Let the bar be now magnetized, and then mounted on its central axis ; run the axis through a small silver stirrup c r, and suspend the whole by a fine silk fibre r t, attached to a fixed point t ; the bar P S will be observed gradually to assume a definite and oblique position, p n, inclining in these latitudes its north pole, P, nearly 70 degrees below the horizontal line, turning at the same time into a plane devia- ting from the plane of the meridian by a given angular quantity, called “ the dip,” the lower extremity having turned towards the north, and the other extremity towards the south ; and it may be likewise observed, on the principle already stated, that the extremities which have thus turned, the one towards the north and the other towards the south, will have been derived from the opposite poles of the load- stone or magnet by which it has been magnetized. The position of the magnetic centre and poles of each surface, together with the general magnetic condition of the bar, and the reciprocal attractions, repulsions, and neutralization of the opposite forces, may be shown in the following way. Strain a piece of common drawing-paper on an open frame, AC, Fig. 2681, and place it over a hard steel bar S N, regularly and powerfully magnetic ; project on the paper over the bar, through a small muslin or lawn sieve, some fine iron dust or filings ; the particles will arrange themselves in a series of MAGNET— MAGNETISM. 312 curved lines of magnetic force proceeding from homologous or similar points on each side of the middle of the bar, some uniting about the magnetic centre, others standing out at the extremities as if repelled from the poles FT S, and tending to turn at considerable distances into other curved lines of force, to unite their branches between the opposite poles. This experiment may be rendered more decisive by slightly tapping the finger on the paper, so as to give the particles a little vibration. Oppose the dissimilar poles S N, Fig. 2681|, of two powerful bars to each other at about two inches 2681 . 2681 *. distance, and project over them fine iron filings as before ; similar results ensue. Magnetic lines of force, both straight and curved, and proceeding from similar points of each bar, will be apparent, uniting the two poles by chains of reciprocal attraction. Change the position of one of the bars, so as to oppose two similar poles N iST, Fig. 2682 ; the lines of force will then appear to be conflicting lines ; the repulsive forces will cause a straight line a 5 to appear on the open space or field between the poles, from which the iron dust stands out transversely. At this line, the opposed forces on either side are apparently struggling with each other, being exerted in repulsive directions from the opposed poles. • 2682 . 2683 . We have in these phenomena satisfactory visual evidence of the existence of two distinct forces — of their reciprocal attractions and repulsions, and their mutual neutralization. A light magnetic bar N S, Fig. 2683, or a small magnetic steel cylinder, of great comparative length, has been termed a magnetic needle. When delicately poised on a central point c, so as to retain a hori- zontal position, and move freely in a horizontal plane, it has been termed the horizontal needle. When poised on a fine central axis, so as to move freely in a vertical plane, it has been termed a vertical or dipping needle. If suspended as in Fig. 2683, so as to have motion in both a horizontal and vertical plane, it has been termed the horizontal and vertical needle. Instruments for ascertaining whether a substance has polarity or not, and for detecting the presence and kind of force in operation, have been termed magnetoscopes. The most simple kind of magneto- scope is a small horizontal needle, about an inch in length, delicately suspended by a fine silk fibre, or otherwise set upon a fine point and agate centre, within a small wood or glass case, as represented in Fig. 2681, and so set as to admit of some degree of dip or 2681. depression of either pole, as well as a perfect motion in a horizontal plane. From the attractive and repulsive forces of similar and dissimilar poles it is evident, from the kind of effect produced on the poles of the magnetoscope, we may al- ways determine the presence or kind of polarity acting on it. Thus, if such an instrument as that just described, be glided along the surface of any given substance without any attractive or repulsive effect being apparent, such a substance may be considered as non-magnetic. If, on the contrary, we find both poles of the instrument everywhere attracted indifferently, then we may infer that the sub- stance is a magnetic substance : such would be the case with a piece of common soft iron. Should we find certain points attractive of one of the poles of the small needle, and repulsive of the other, then we may infer that not only is the substance a magnetic substance, but that it has also polarity, or is a magnet. Magnetic influence or induction . — When a piece of soft iron is brought into contact with a magnetic pole, it immediately acquires an attractive power, as if the magnetism of the pole had spread out and pervaded the iron. In fact, if we examine a piece of iron thus circumstanced by means of the magneto- scope, we find the same polarity continued throughout the iron ; it will everywhere attract one pole of the magnetoscope, and repulse the opposite pole. If, however, we separate the iron from the magnet, and retain it at a short distance from the magnetic pole, then a new case appears to arise : that portion of the iron next the magnet will have an opposite polarity to that of the pole to which it is opposed ; the two magnetic elements resident in the iron will, in fact, become separated ; one of them will be sensible at the extremity next the magnet, and the other at its distant extremity : a result which we 814 MAGNET— MAGNETISM. might expect to follow from the repulsion of the similar elements and the attraction of the opposite elements. This separation of the latent magnetism of the iron into its constituent elements has been termed magnetic induction. It is altogether a temporary state or condition of the iron sustained by the influence of a magnetic pole, and vanishes so soon as that influence is withdrawn. In the communication of magnetism by the loadstone to hardened steel, and from one piece of steel to another without limit, neither the loadstone nor the artificial magnet loses any of its inherent power , nothing, therefore, appears to be communicated ; the whole result is entirely a species of molecular excitation, or a calling into sensible activity certain forces already existiug in the magnetic substance, and which, under ordinary circumstances, remain in a quiescent or neutral state. No means yet de- vised have ever insulated these forces in such way as to enable us to obtain one of them only, independ- ently of the other. We cannot, for example, produce a magnetic bar having a single pole ; for although we touch one extremity of the bar only with one pole of the loadstone, still two poles will appear in the bar, although the one induced by the presence of the other may not be so forcible. Methods of communicating magnetism to steel bars. — The first means of imparting magnetism to steel was, as we have already described, by contact with the armed loadstone or other magnet. A more efficacious method, however, of magnetizing small needles or bars by simple contact, consists in placing the bar or needle between the opposite poles of powerful magnets, as, for example, in the mag- netic field S N, Fig. 2681, immediately between the poles S N. We are indebted to Dr. Gowan Knight, F.R.S., a London physician, for the first important step in the communication of magnetism to bars of steel. His method, as given in the Philosophical Transactions for the years 1746 and 1747, vol xliv., is as follows : two powerful magnetic bars M M', Fig. 2685, are placed in the same straight line, with their opposite poles N S very near each other ; the needle or bar ns to be magnetized is laid flat on the surface of the bars, immediately over the opening N S, between them. If the bar ns be a magnetic needle, having a cap for suspension, then the cap is allowed to rest between the bars: if the surface be unimpeded by this, the bars M M' may be brought very near each other. Things being thus disposed, the bars M M' are gradually withdrawn in opposite directions, and immediately under the barsm; the result of which operation is, on the principles already ex- plained, that each half of the bar s n being acted on by opposite polarities, the two magnetic forces resi- dent in it become separated ; the pole N of the bar M attracts all the south polarity and repels the north, whilst the pole S of the bar M' attracts all the north polarity and repels the south : hence a final and permanent magnetic state is imparted to the bar s n, the position of the poles s n being the reverse of the poles N S of the bars. 26 F 6 . Small needles will become magnetized to saturation by one opei^ition of this kind performed on each of its surfaces ; for larger bars, two or three, or more, repetitions are desirable. This method is very effectual, especially for single bars, and there is not, perhaps, any better for certain purposes, even at the present day. After this method of Dr. Knight’s had become known and practised, M. Du Hamel, member of the Royal Academy of Sciences at Paris, was led, about the year 1749, to a further and still more exten- sive application of it. Two bars N S and T P, Fig. 2686, required to be magnetized, are laid on a ta- ble jrarallel to each other, and their intended opposite poles united by pieces of soft iron N T, S P, so as to form a closed rectangular parallelogram, as seen in the figure. The opposite poles n s of two powerful magnets A B, either simple or compound, are then applied to the centre C of one of the bars N S, and drawn away from each other in opposite directions C N, C S, being held all the while at an inclination of about 40° : this operation is repeated several times ; the magnets A B are now either reversed, or their relative positions changed, by turning them round ; they are then applied in a similar way to the other bar P T, so as to bring the poles s n opposite to their former position : the same oper- ation is now repeated on the bar T P, and this process is to be further repeated on each surface of the bars T P, N S. M. Du Hamel’s method is effective and expeditious ; the elementary forces resident in the bars being by tire joint operation of the magnets easily separated, whilst the union of the opposite poles N T and S P by soft iron, further tends to increase the effect, by holding together, as it were, the two separated magnetic elements, and thus allowing the exciting magnets A B to operate with more considerable effect. Bars of the horse-shoe form may be rendered magnetic in a similar way, by uniting their near ex- tremities or intended poles with soft iron, and then drawing the magnets away from each other, com- mencing at the centre of the curve, and terminating at each extremity. A high magnetic development may be obtained in a series of straight bars, without the aid of pow- erful magnets, by a successive touching in combination one with the other. We are indebted to Mr. Canton for this process, which is as follows : Having a set of 12 bars, however slightly magnetic, two of the series S' ISP, N S. Fig. 2687, are laid MAGNET— MAGNETISM. 31 £ with reverse poles parallel to each other, and the rectangle closed by pieces of soft iron S N', N S', about one-half the length of the bars, and of the same breadth, as in the method of Du Hamel ; the remaining 10 bars are separated into two combined systems A B, of 5 bars each, placed on one of the bars N' S', with their remote and opposite poles C in contact, and their lower poles n s somewhat open. This arrangement being made, the bars S' N' and N S are rubbed with these systems in the way already described, and being thus strengthened by the united powers of all the rest, are now removed, 2687. c and placed at the back of the others, as at A B, whilst the two interior bars of each system C s, C n, are withdrawn, and subjected to the same operation as the preceding ; in this way we continue to “trengthen each pair of bars by the acquired power of those last touched, until the whole become mag- netized to saturation. This process is very useful when powerful magnets are not at hand ; for how- ever weak may be the magnetic state of the bars, even although two of them only be slightly mag- netic, we may from these render the whole series very powerful. The combined systems A B may be temporarily bound together by a little common tape, and a small block of wood placed between them, so as to support the whole in position during the process of mag- netizing. Besides these direct methods, we have other processes for obtaining a magnetic development in steel and iron, of much practical importance. Marcel, so long since as the year 1722, observed that a bar of iron acquired a temporary magnetic state by position alone ; and he succeeded in imparting magnet- ism to a piece of hard steel placed on an anvil, merely by rubbing it with the lower end of a bar of iron about 33 inches long, set upright upon the steel. The temporary magnetic state thus induced by position in the iron bar is such, that the lower extremity, in these latitudes, becomes a south pole, and the upper extremity a north pole ; and the forces are much increased by placing the bar in the direc- tion of the inclined needle : in southern latitudes the reverse of this occurs — the lower extremity is then a north pole, and the upper end a south pole. Mr. Canton, by an ingenious manipulation of this kind, succeeded in communicating a weak degree of magnetism to steel by means of a common poker and a pair of tongs, and from this magnetized his series of bars to saturation by the process we have described : the bar to be rendered weakly magnetic was attached to the upper end of the poker by means of thread, and the whole placed in the direction of the dipping needle ; whilst in this position the bar was repeatedly touched with the closed extremities of the tongs, carried from one end of the bar to the other, from below upward, the marked end of the bar being below. Another method of developing magnetism in steel bars, without the aid of common magnets, consists in subjecting the bar to sharp concussion. This principle was well known to Gilbert so long since as the year 1570, who, in his celebrated work “De Magnete,” represents a blacksmith hammering a steel bar in the position of the inclined needle. Smiths’ tools, such as drills, broaches, &c., which have under- gone pressure and motion, are generally magnetic. When a steel jDunch is driven hard into iron, the punch is not unfrequently rendered magnetic by a single blow. In the Philosophical Transactions for 1738 we find an account, by Desaguliers, of iron bars ren- dered magnetic by striking them sharply against the ground whilst in a vertical position, or otherwise striking them with a hammer when placed in a horizontal position at right angles to the magnetic meridian. Such bars attract and repulse the poles of the needle. According to Du Faye, whose ex- periments are quoted, it is no consequence how the bar is struck : all that is required is to impart to the bar a vibratory state whilst in a vertical position. Availing himself of these facts, Scoresby, after a further and critical examination of the subject, succeeded in obtaining magnetic bars of extraordinary power by percussion. In the course of these inquiries, a considerable advantage was found to arise by striking the bar whilst resting in a vertical position upon a rod of iron. A cylindrical bar of soft steel, 6 J inches long, and I of an inch diameter, resting on stone, and struck with a hammer weighing 12 ounces, could only be made to lift about grains ; whereas when resting on a bar of iron, and struck in a similar way, it lifted 88 grains. Scores- by, in developing magnetism in this way by percussion, first struck a large iron bar in a vertical posi- tion, and then laid it on the ground with its acquired south pole towards the north ; he then proceeded to strike sharply with a hammer a soft steel bar, 30 inches long and an inch square, resting vertically on the south pole of the iron bar. A second similar bar was treated in the same way ; then, placing one of these steel bars vertically, he proceeded to strike upon them, as supports, a series of flat bars of soft steel, 8 inches long, and \ an inch broad, and in a few minutes they had acquired a considerable lifting power. The series of bars being now touched one with the other, after the manner of Canton became very soon magnetized to saturation; each pah readily lifted 8 ounces. 316 M A GNET — MAGNETISM. Dr. Scoresby observes that large iron and steel bars are not absolutely requisite to the success of tliii process, common pokers answering the purpose very well. The next series of phenomena claiming attention, arise out of a property peculiar to natural and artificial magnets, by which they tend, when freely suspended, to arrange themselves in a certain rela- tive position to a wire carrying a current of Voltaic electricity. These phenomena have been hence termed electro-magnetic , and although of sufficient moment and extent to come under a separate and peculiar branch of physical science, yet so far demand a brief notice here, as constituting a very im- portant property of the natural and artificial magnet. With a view to a clear conception of these reciprocal magnetic and Voltaic actions, it is requisite to understand that two plates of zinc and copper, z c, Fig. 2688, placed near each other in a vessel of di- 2690 . 2609. lute acid, and connected by a metallic circuit c' S FT z', turned or directed in any manner, give rise, during the solution of the zinc in the acid, to a peculiar electro-chemical action, by which a current of electricity is supposed to flow from the zinc plate z in the direction of the small arrow, through the acid upon the copper plate c , and from thence through the metallic circuit cc'SNz'z back again upon the zinc plate z. A combination of this kind has been termed a Voltaic circle, and the metallic circuit c' S IT z' the uniting wire. This understood, let S IT be a perfectly straight portion of this circuit, which, as a standard of refer- ence as to position, we will suppose to be in the direction of the magnetic meridian. Let p t be a mag- netic needle, suspended below and parallel to FT S ; then, directly we complete the communications IT z' z — S c' c with the zinc and copper plates zc, the needle p t varies from the meridian, and tends to place itself across the wire IT S, and in such way that whichever pole of the needle is next the copper plate c, that pole moves to the right hand, or towards the east. If, therefore, the current flow over the needle from c to z , through the wire S IT, from south to north, and the observer be looking over the wire in the same direction, then the south pole t, next the copper plate c, turns to his right hand, or to the east, and the north pole p to his left hand, or west. If we suppose the position of the plates c and z to be changed, and the direction of the current reversed, by connecting the extremity IT with c, and the extremity S with z, so as to cause the current to flow from north to south, then these deflections are also reversed. The south pole t now goes to the left hand, and the north pole p to the right hand — that is to say, the north pole p being now next the copper plate, goes to the right hand. Place the ueedle above, and parallel to the wire S IT, then the reverse of all the former deflections will be obtained ; whichever pole of the needle is now next the copper plate, that pole moves to the left hand, or west When the current, therefore, flows from south to north, the south pole t, which be- fore went to the right hand, or east, now goes to the left hand, or west, whilst the north pole turns to the right hand ; if we reverse the current, and cause it to flow from north to south, as in the last experi ment, then these deflections are again reversed ; the north pole of the needle, being now next the cop per plate of the battery, goes to the left hand. If the needle be immediately in the plane of the uniting wire, on either side of it, no motion is ob- tained in that plane ; but if it be suspended in a vertical plane, on a horizontal axis, so as to admit ol a deflection of Inclination, then it tends to place itself across the wire as before. If the needle be on the east side of the uniting wire, that is, on the right hand, taking the current and direction as at first, then the south pole, next the copper side of the battery, dips below the horizontal plane, and the north pole, next the zinc plate, rises. If the current be reversed, the deflections are also reversed. If the needle be placed on the left hand, or west side of the uniting wire, then the south pole, next the copper plate, rises, and the opposite north pole dips. By reversing the direction of the current, these deflec- tions are again reversed. It is apparent, from the successive directions of the bar as it becomes placed above, at the sides, or below the wire S FT, that the force affecting the magnet is a force transverse to the pole of the bar, by which, if the bar had complete freedom of motion in every direction, the poles would actually turn round the wire, but in different directions ; and, conversely, supposing the bar fixed, and the wire S IT carrying the current free to move, then those parts of the wire parallel to the magnet would rotate about the magnetic poles in opposite directions, in a similar way. If both are supposed free to move in any direction, then the wire and magnet would turn round each other, and such is really found to happen, giving rise to a very important series of electro-magnetic actions. MAGNET— MAGNETISM. or oi Let a magnetic bar M M', Fig. 2689, be bent so as to produce a short oblique portion at the middle of the bar, with two vertical arms M M' ; poise it on a fine central point c, and let a wire N S be placed near and parallel to one of the arms M. Then, supposing a descending current to flow from the copper plate c, Fig. 2688, through the wire in the direction H S, upon the zinc plate Z, the magnet M revolves about the wire N S, upon the central point c ; and if the north pole of the bar be uppermost, the motion will be direct, or from the left hand to the right. Conversely, if the magnet M be fixed as in Fig. 2690, and the wire N S be movable on a fine centre o, then, on transmitting the current as before, through the wire N S, it immediately revolves about the pole P of the magnet, with a direct screw motion, supposing the current to descend the wife, and the pole P to be a north pole. To enable these motions to go on without disturbing the progress of the current and the connections with the Voltaic plates, the movable parts dip into small cups and cisterns containing mercury, and with which the plates of the Voltaic circle, Fig. 2688, communicate, as indi- cated in the figures. 2691. The tangential or transverse force, by which a magnetic pole is caused to revolve about a wire trans- mitting a current of Voltaic electricity, is equally apparent when the magnetic bar itself becomes the conjunctive wire of the battery ; so that an electrical current flowing over or through a magnetic bar from one of its poles to the equator, or from the equator to either of the poles, causes such a bar to revolve upon its axis, the requisite mechanical arrangements for motion being complete. Let a magnetic bar, S P, Fig. 2691, be mounted vertically between two delicate centres ; the bar may be about 18 inches in length, 1 inch wide, and of an inch thick. Let an electrical current be caused to flow from either of the poles P S to the equator d, oj - from d to either of the poles P ; the bar will immediately revolve upon its axis P S, the direction of the motion being such, that supposing the bar to rest upon its north pole P, the centre d being in communication with the copper plate of the battery C, and either or both of the poles P S in communication with the zinc plate Z, electrical currents w’dl flow from the equator d to tihe poles, and the bar will revolve from left to right, as in the motion of the hands of a watch, or a common right-handed screw. By reversing the communication with the Voltaic plates, that is, placing the poles P S in connection with the copper plate, and the centre d with the zinc plate, the electrical current will flow from the poles to the equator d. In this case, the direction of the motion will be the reverse of the former ; it will be from right to left, or backward, as it were. If the position of the magnet be changed, that is, if we place it to rest with its south pole below, then, the communication with the Voltaic circle remaining as in the first instance, we also reverse the motion. If now the communications be changed, as in the last instance, we again reverse the motion, and obtain, as at first, a motion from left to right. To facilitate the passing of the electrical current over the magnet, the bar is supported between fine centres P S by a light vertical column fixed on a firm base ; a small ring or cistern of mercury d, also supported from the vertical column, surrounds the equator of the bar ; the bar turns within this, and it is connected with the mercury in turning by a small bent wire dipping into the cistern ; the lower centre P turns upon an agate contained in a small cup at P, connected with the point Z' ; this cup con- tains a small globule of mercury, to keep up the metallic connection with the magnet ; there is a simi- lar globule in a small cavity at the upper end of the bar for the centre S ; this upper centre is sup- ported by a wire extending from the head of the pillar Z Z r . It is here evident, that in connecting the points C Z or C Z' witli the plates of the Voltaic circle, an electrical current will flow between these points through C d S Z, or C d p Z', the direction depending on the respective connections with the zinc or copper plate of the circle. A recollection of the relative direction of the motions we have been describing will be facilitated by keeping in mind the following simple formula: a descending current moves a north pole to the right hand, or will give rise to a direct screw-motion ; from this simple fact all other relative motions are easily determined. The reciprocal action of a magnetic needle and uniting wire, together with the series of deflections in given directions, have led to the invention of a very important magnetical instrument, termed the Electro-magnetic Multiplier, or Galvanometer, by which extremely small magnetic and electro- magnetic forces may be detected and measured. It will be apparent, as already observed, that a current flowing both above and below a needle, is 318 MAGNET— MAGNETISM. opposite directions, deflects the needle in the same direction ; hence it follows that if a magnetic needle p t, Fig. 2G92, be suspended on a delicate centre c, within the bite of a returning wire zdc, and the extremities zcof the wire connected with the zinc and copper plates of the Voltaic circle by means of two little cups containing mercury, then a current will flow longitudinally round the needle, both above and below it, and in opposite directions, that is to say, in the direction c d above the needle, and in the direction d z under it ; the effect of this will be to deflect the needle with twice the power by which it would be deflected with a single current only, as in Fig. 2688. If we imagine the wire zdc to be several times turned longitudinally about the needle, as in Fig. 2693, then the effect would be still further increased ; it would, in fact, become multiplied in proportion to the number of turns of the wire, which would represent so many additional currents. It ii only requisite to cover the wire with silk thread, or some other imperfect or non-conducting matter, so as to avoid metallic communication between the coils, and oblige the current to traverse the whole length of the wire. This is the principle upon which the electro-magnetic multiplier rests, and the delicacy of the effect is such that the needle will become deflected by the immersion of two pieces of zinc and platinum wire less than |th of an inch long, and -jL-th of an inch in diameter, in water slightly acidu- lated. Fig. 2694 represents this instrument under one of its most perfect and delicate forms. Two 2694. magnetic needles, with their poles reversed to each other, are fixed on a central rigid axis, so as to neu- tralize the directive power of the needles, merely allowing a sufficient force to bring the whole into the meridian. This system is suspended by two parallel threads of unspun silk r n, one of the needles being within a rectangular coil of wire zdc, and the other needle immediately without it, and over the upper part of the coil. The wire z c is covered with silk thread, so that the coils may not have metal- lic communication, and the extremities p q are brought out near each other, and terminate in small cups p q, containing a little mercury, for the better convenience of communicating a current to the coil from any given source. The coils are separated a little near the centre, to allow the axis of the astatic sys- tem of the two needles to pass through them. The slightest current transmitted through the coil from p to q , or q to p, causes the needles to deviate from their constant position. Both the needles, as is evident, will be impelled in the same direction ; the lower needle being in the position just described, Figs. 2692 and 2693, whilst the upper needle, its poles being reversed, is impelled in the same direction by the upper side of the coil. The threads of the double or bifilar suspension r n, in tending to cross each other as the needles turn, give rise to a reactive force, which may be set against the deflective force employed to measure it ; for this purpose a graduated circle s s is fixed under or round the upper needle, so that the angle of deflec- tion may be accurately estimated. If the earth’s directive force be completely neutralized by the re- versed positions of the needles, then this would be the only force opposed to the deflective force ; i not, then it becomes mixed with the little directive power left in the system, but which is generally so small as not to be of much moment. The instrument is set upon a convenient stand, and may be inclosed within a glass shade, the bifilar suspension being sustained within a tube of glass. Steel magnetized by the electrical current . — One of the many important results of these discoveries is the means of imparting a high degree of magnetism to iron and steel, and to so great an extent as to give a soft iron rod a lifting power of more than a ton. We have seen that the electrical and magnetic forces are so related that the one is exerted at right angles to the other. We derive from this elementary principle a means of disturbing the latent mag- netic forces resident in magnetic substances, by which these forces become separated, and the body ren- dered magnetic, precisely in the same way as effected by the contact of an ordinary magnet. Let a long piece of copper wire be wound round a piece of glass tube of about an inch or less in diameter, and from 6 to 10 inches in length, so as to produce a helix or spiral, A B, Fig. 2695, and mount this spiral between two vertical supports, as represented in the figure. Place a perfectly neutral piece of hard steel wire pn, of about Ath of an inch in diameter, or a large sewing needle within the helix, and connect the extremities AB with the zinc and copper plates of the Voltaic circle, the steel pn will become immediately magnetic ; in fact, each turn of the spiral causes electrical currents to flow in re- verse directions above and below the steel. If the coils of the spiral be numerous and close, they maj MAGNET— MAGNETISM. 319 be regarded as parallel circles standing at right angles to the direction of the inclosed wire, and with which toe axis of the helix may be made to coincide. The effect of a helix of this kind on a fine mag- netic needle placed within it is so powerful, that with a strong Voltaic current the needle is frequently caught up and retained on the axis of the spiral, as if liberated from the trammels of gravity. The kind of polarity given to steel or iron thus circumstanced will depend on the direction of the current with reference to the axis of the helix, and this again will depend on the connections with the plates of the Voltaic circle and the direction in which the helix is turned. Now, the spiral may evi- dently be turned either direct, like the threads of a common cork-screw, forming what is termed a right-handed helix, or they may be turned in the reverse direction, in which case we have a left- handed helix. If we suppose the helix to be a reverse or left-handed helix, as in Fig. 2696, the current flowing from c to 2 , round a small cylindrical steel needle or wire P N, and the coils standing in the direction of the magnetic meridian c' z', so that the current may flow under the wire in the direction c' z’, from south to north, as indicated by the dotted lines, and over the needle in direction c', from north to south, as indicated by the full lines, then the positive pole P will be determined to the right hand, and the ex- tremity P, of the wire next the copper plate c, will be a north pole : by similar reasons the opposite extremity N will be a south pole, and next the zinc plate of the battery. If we take a direct or right-handed helix and an inclosed wire PN, as in Fig. 2697, and transmit the current as before from c to 2 , then the reverse of all this occurs ; the currents flow under the wire from north to south in direction z'c', and over the wire from south to north in direction c' z'. Under these conditions the positive pole P is determined to the left hand, so that the extremity P of the steel cylin- der P N next the zinc plate becomes a north pole, and, by similar reasoning, the opposite extremity next the copper plate c, a south pole. Supposing the current to be reversed and to pass through a direct helix from left to right, the copper plate of the battery being to the left hand, and which is the ordi- nary form of the experiment, the north pole will be always determined next the zinc plate, that is. to the right hand 2GOO. Zfi 08 . ft will be useful to the student to remember as a general fact, that supposing, Fig. 2695, the observer to be facing the north, N, and the helix A B placed transversely before him so that its axis may lie east and west, then if the current be descending the coils of the spiral directly before him, the north pole is determined to the light hand, and the south pole to the left. Reciprocally, if the current be ascend- ing the cods of the spiral directly before him, then the south pole is determined to his right hand, and the north pole to the left. Hence, with a direct helix, the north pole will be always found next the zinc plate, and with a left helix next the copper plate. The magnetic power developed in soft iron closely surrounded by heliacal coils transmitting electrical currents all in the same direction is so great, that a curved iron rod, during the action of the battery may be caused to sustain an enormous weight. The usual form of the experiment is as follows : A cylindrical bolt of soft iron P T N, Fig. 2698, about an inch or more in diameter, and from 80 to 40 inches long, is bent into the horse-slroe form, as indicated in the figure. It is then surrounded by several long coils of copper wire zTc, covered with silk or other iusulatiug thread, so as to interrupt all metal- lic communication or coil with the other; one set of coils is superposed on another, and all the ends of the wires P N on each side united into common terminations z c, to be connected w T ith the battery. If, when the currents are passing through the coils, we apply a soft iron keeper P N, and cross the projecting poles, it will be held fast with an enormous force, so that several hundred weight, W, may be suspended without breaking the contact. An electro-magnet of this kind may become ^o powerful as to support upwards of 2 tons. 1 . Instruments for indicating the presence and determining the polarity of magnetic forces, and measur- ing their quantitative power under various conditions. — Instruments for indicating the mere presence of magnetic force, and determining its peculiar polarity, may be termed, as before observed, magneto- scopes ; those for its quantitative measurement, under various conditions, may be considered as mag- netometers. J n 320 MAGNET— MAGNETISM. Magnetoscopes generally consist of light bars or needles, either suspended by a delicate flexible thread, or attached to an agate or metallic cap, and set on a fine central point. Of these two forms of suspension, the filar suspension is the most sensitive. The Rev. A. Bennet, F. R. S., employed fila ments of a spider’s web, which proved so extremely delicate, that two small pieces of straw, placed at right angles to each other, in the form of the letter T inverted, would, when thus suspended under a closed receiver, turn towards a person coming within 3 feet of the glass, and would move so decidedly towards wires merely heated by the hand, as much to resemble magnetic attraction. A fine and weakly magnetic steel wire, suspended from a spider's thread of 3 inches in length, would admit of being twisted round 18,000 times, and yet continue to point accurately in the meridian — so little was the thread sen sible of torsion.* Magnetometers . — The quantitative measurement of magnetic forces may be either direct applications of equivalent weight, or any species of equivalent reactive power, as in the reactive force of torsion; or may consist of indirect determinations of force, through the medium of certain relative effects, as in the amount of deviation of a suspended magnetic needle from its line of direction by the influence of a mag- net placed at a given distance from the needle. Scale-beam magnetometer . — The common scale-beam, has been occasionally applied to the measure- ment of magnetic forces. A small cylinder of iron or a magnet is to be suspended from one arm of the beam, and counterpoised by weights in a scale-pan suspended on the opposite arm. The beam being sustained on any convenient support in the usual way, a second magnet or iron is placed on the table, immediately under this, and the attractive force at any given measured distance is estimated by addi- tional weights placed in the scale-pan. Much care is requisite in effecting this experiment. The beam should not be allowed any very con- siderable play, but be limited in its motions by two vertical forked stops, one under each arm. If the beam, with a given added weight in the scale-pan, be overset by the attractive force, and rest on the stop, we may either increase the distance of the attracting bodies, or increase the wgjght, so as just to catch the instant of the balance of the force. Or, supposing a given added weight in the scale-pan, we may continue to approximate a magnet towards the suspended iron or other magnet over a divided scale of distance, and catch the point at which the beam turns. The bent lever, or any self-adjusting balance, may be also employed in a similar way to the measure- ment of magnetic force. The hydrostatic magnetometer . — This instrument, shown in its general form in Fig. 2700, and partially explained in the following figures, is of such convenient and universal application to the measurement and exhibition of elementary magnetic phenomena and forces, that a particular description of it appears essential. A light grooved wheel, W, Fig. 2699, about two inches in diameter, being accurately poised on a firm axis, rn n, is mounted on the smooth circumfer- ences of two similar wheels, mw, nw'. The extremities of the axis rn n are turned down to fine long pivots, and whilst resting on the friction-wheels mw, nw', pass out at mn between other small check-wheels, two at each extrem- ity of the axis, so that the wheel W cannot fall to either side : great freedom of motion is thus obtained. These friction and check wheels are set on points or pivots in light frames of brass, and the whole is supported on short pillars screwed to a horizontal plate or stage, as shown at A B, Fig. 2700. The stage is sustained on a vertical column, A E, fixed to an elliptical base of mahogany, E, supported on three levelling screws. There is a short pin li, Fig. 2699, fixed in the circumference of the wheel W, to receive an index of light reed, cut to a point, and movable over a gradu- ated arc MN, placed behind the wheel, as represented in Fig. 2700: the weight of this index is balanced by a small globular mass d, movable on a screw in the opposite point of the circumference ; so that the wheel alone with the index would rest in any position, or nearly so. The arc MN is a quad- rant divided into 180 parts : 90 in the direction I M, and 90 in the direction I N, the centre 0 being marked zero. Two fine holes are drilled through the wheel, one on each side of the point h, for receiving and securing two silk lines, ww ' : these lines pass over the circumference on opposite arms of the wheel, and terminate in small hooks, t and w. A cylinder ot soft iron t, or a small magnet, rather less than 2 inches in length and ijth of an inch in diameter, is suspended by a silk loop from one of these lines, w‘, and a cylindrical counter- poise of wood, a u, weighted at u, and partly immersed in water, is hung in like manner from the oilier line, w. The weights, and altitude of the water, and of the vessel q con- taining it, are so adjusted, that when the whole system is in equilibrio, the index b o is at zero of the arc M N. With a view to a perfect adjustment of the index, the water-vessel q is supported in a ring of brass at the extremity of a rod q, movable in a tube k, Fig. 2700 : this tube is attached to a sliding piece b h, acted on by a milled head at h and a screw within the cylinder, which is fixed to the stage AB, so that the water-vessel may be easily raised or depressed by a small quantity, and thus the index be regulated to zero of the arc with the greatest precision ; for it is evident, by the construction of the instrument, that the position of the index will depend on the greater or less immersion of the cylindrical counterpoise a w, the weight of which being once adjusted to a given line of immersion, and a given position of the wheel W and index O, any elevation or depression of the water-vessel q must necessarily move the wheel. The counterpoise a u is about 1-J inch in length and full ’3 of an inch in diameter : a small ball of lead is attached to its lowest part, in order to give it a sufficient immersion, and at the 2G99. 1 7i Phil. Trans, for 1792, p. 86. MAGNET— MAGNETISM. 321 game time balance the iron cylinder t when the float is about half immersed in the water. With a view to a imal regulation of the weight, a small hemispherical cup a is fixed on the head of the counterpoise for the reception of any further small weights required. This counterpoise is accurately turned out ot fine-grained mahogany, and is freed from grease or varnish of any kind, so as to admit of its becoming easily wetted in the water. The column A E supporting the stage A B consists of two tubes of brass, one, G, movable within the other, E C, so that by a rack on the sliding-tube G, and a pinion on the fixed tube at C, the whole of the parts just described may be raised or lowered through given distances, as shown by a divided scale G, adjustabledo any point by means of a slide and groove in the movable tube G. The brass tubes composing the column are each about a foot in length and an inch in diameter. o It will be immediately perceived, from the general construction of this instrument, that if any force cause the cylinder t to descend, then the index h o will move forward in the direction 0 N, until such a portion of the counterpoise a u rises out of the water as is sufficient to furnish, in the fluid it ceases to displace, an equal and contrary force. In like manner, if any force cause the cylinder t to ascend, then we have the reverse of this — the counterpoise obtains an equivalent increased emersion, and the index moves in the opposite direction, 0 M. Thus if we place a weight of 1 grain, for example, on the iron cylinder t, the index will indicate, in the direction 01, a given number of degrees equal to a force of 1 grain. If we double this weight, we obtain a force of 2 grains, and so on. The converse of this arises on placing the weights in the cup of the counterpoise a u. We may thus reduce the indications to a known standard of weight. It is further evident, that, whether we operate on the system by gravity or by the attractive or repulsive force of a magnet, the indications of force are equally true. If the instrument be well constructed, and the counterpoise freely wetted in the water, the march of the index in either of the directions 0 IST or 0 M will correspond to the added weights. Thus, if 1 grain Vol. II. — 21 MAGNET— MAGNETISM. 322 gives 3 degrees, 2 grains will give 6 degrees, and so on. And thus we obtain a continual and knowt measure of the force we seek to examine, within a given range of degrees of the arc, which will be more or less extensive according to the dimensions of the cylindrical counterpoise, the intensity of the force, and the rate of its increase. When we require to examine very powerful forces, or forces operat- ing on the suspended iron t at small distances, it is requisite to increase the size of the counterpoise lloat, the indications of which we may always find the value of in grains, as before. Previously to suspending the cylindrical counterpoise a u, the iron cylinder t should be placed in equilibrio on the wheel W, with an equal and opposite weight, as previously determined by an accurate scale-beam, in order to observe if, when loaded with the whole, the wheel W and index are indifferent as to position on any part of the arc, or nearly so. The instrument will be sufficiently delicate, if, when loaded in this way with 350 grains, it is set in motion by something more than J a grain added to either side. In order to retain the wheel W, Figs. 2699 and 2700, in its position at the time of removing either of the suspended bodies, a small brass prong is inserted at h into the arms of the circular segment M N, so as to inclose the pin h carrying the index : the wheel is thus prevented from falling to either side. The forces requiring to be measured are brought to operate on the suspended cylinder t through the medium of induction on soft iron, or by a magnetic bar placed immediately under it, either vertically or horizontally. In the vertical arrangement, shown in Fig. 2700, the magnet or bon is fixed against a graduated scale S, by which the distance between the attracting surfaces or bodies is estimated. This scale, together with the magnet H, is secured by light bands s, .of brass, united by a rod D K. The lower band and rod D are both fixed to a stage D, movable between guide-pieces, and acted on through a nut at q by a vertical screw P q, about 6 inches in length and |ths of an inch in diameter ; so that the whole may be raised or depressed, and hence the suspended cylinder and magnet placed at any re- quired distance apart. The regulation of tliis important element in the operation of magnetic forces is hence provided for in two ways, viz., by the rack at G and the milled head at P, either of which may be employed, as found most convenient. The scale S is of boxwood, 1 foot in length, fths of an inch wide, and ^th of an inch thick : it is divided into inches, subdivided into tenths and twentieths of an inch. About 6 inches of the upper part is divided in this way, viz., 3 inches on each side of a central division which is marked zero ; the rest of the piece extends to the stage D. The magnetic bar H is tied to the scale by compressing screws and simple brass bands, either fixed, as at D and K, or mov- able, as at H. This adjusting apparatus is secured to a stout brass plate It, fitted by a dovetail into a sliding piece v, forming part of the mahogany stand E, so that it may be removed at pleasure. The brass bands and frames at D PI K are sufficiently capacious to inclose two bars together if required, the superabundant space being filled when only one magnet is employed, either by a bar of wood or small wedge pieces in the brass frame*. When we require to examine the forces in different points of a moderate-sized magnetic bar, the bar is laid in a small frame piece T Y, Fig. 2701, temporarily fixed by a compressing screw to the divided scale S, in the way already described, the force on the suspended cylinder t being caused to operate through a small cylinder of soft iron d, accurately fitted to the surface of the bar ; and thus, by sliding the bar along in the holding-frame, we may get, approximatively, by induction on the iron d, the force of any point in the bar. When the bar is of considerable magnitude and weight, or we require to examine inductive forces, the magnets may be placed on a narrow table, ab, Fig. 2702, supported on a central square pillar P, fitted to the frame-pieces, K P, of the adjusting apparatus already described, so that the whole may be raised or depressed through any given distance. In this case the divided scale S, which measures the distance a between the attracting or repelling surfaces, is a detached piece fixed against one of the perpendicular sides of a right-angled triangle, so as to be anywhere placed upright on the bar : the MANOMETER. 323 table a b also has a divided scale movable in a wide groove through its centre, by which any dis- tance s between magnetic masses may be also shown. When the bars are very ponderous, two sup- ports are required, one at each end of the table a b. Inductive forces are examined vertically by fixing the masses by compressing bands against the scale S, Fig. 2702, and of which we may have, if requisite, two or three in succession. These arrangements put us in a position to note readily and simultaneously all relative distances and forces under a great variety of magnetic and apparently complicated conditions. We have been somewhat prolix in our description of this instrument, but not unnecessarily so. There is scarcely any elementary experiment in magnetism which it does not completely and satisfac- torily illustrate, besides furnishing quantitative measures of great importance to the mathematical in- quirer into the laws and operations of magnetic force. See Electro-Metallurgy. MAHOGANY. The beautiful reddish-brown colored wood, of which household furniture is now chiefly made. It is a native of the warmest parts of America and the West Indies. It thrives in most soils in the tropical climates, but varies in texture and grain according to the nature of the soil. On rocks it is of a smaller size, but very hard and weighty, of a close grain, and beautifully shaded ; while the produce of the low and richer lands is observed to be more light and porous, of a paler color, and open grain ; and that of mixed soils to hold a medium between both. The tree grows very tall and straight, and is usually four feet in diameter. On account of the difficulty of transporting the mahogany timber from the forests, when the tree is of great thickness they cut it into short logs, otherwise the great weight and bulk would be unmanageable with the restricted means available on the spot ; and with the view of equalizing the burden or draft of the cattle, (oxen,) the logs are long in proportion to their diminished thickness. The largest log ever cut in Honduras was of the following dimensions : length 17 feet, breadth 57 inches, depth 64 inches; measuring 5421 feet of plank, of one inch in thick- ness, and weighing upwards of 15 tons. MANOMETER. An instrument for measuring the rarefaction and condensation of elastic fluids, but especially that of the atmosphere. It differs from the barometer, which shows only the weight of the superincumbent column of air ; whereas the manometer shows the density, which depends on the com- bined effect of weight and the action of heat. It is sometimes called manoscope. Among the various contrivances of this kind may be mentioned that of the Hon. Robert Boyle, which he calls a statical barometer, which consists of a bubble of thin glass, about the size of an orange, which, being counter- poised in an accurate pair of scales, rises and sinks with the alterations of the atmosphere. This instru- ment, however, does not show the cause of the difference of density in the atmosphere, whether it be from a change of its own weight, or its temperature, or both. The manometer constructed by Mr. Ramsden, and used by Capt. Phipps in his voyage to the North Pole, was composed of a tube of small bore, with a ball at the end ; the barometer being 2'97, a small quantity of quicksilver was put into the tube, to take off the communication between the external air and that confined in the ball, and the part of the tube below this quicksilver. A scale is placed on the side of the tube, which marks the degrees of dilatation arising from the increase of heat in this state of the weight of the air, and has the same graduation as that of Fahrenheit’s thermometer, the point of freezing being marked 32°. In this state, therefore, it will show the degrees of heat in the same manner as a thermometer. But if the air be- comes lighter, the bubble inclosed in the ball being less compressed, will dilate itself, and take up a space as much larger as the compressing force is less ; therefore the changes arising from the increase of heat will be proportionably larger, and the instrument will show the differences in the density of the air, arising from the changes in its weight and heat. Mr. Ramsden found that a heat equal to that of boil- ing water increased the magnitude of the air from what it was at the freezing point by A 1 /- of the whole. Hence it follows, that the ball and part of the tube below the beginning of the scale, is of a magnitude equal to almost 414 degrees of the scale. If the height of both the manometer and ther- mometer be given, the height of the barometer may be determined also. When used for measuring pressure above that of the atmosphere, the instrument (as usually con- structed) is in all respects the same, except that the tube is not filled with mercury, but inverted, while full of atmospheric air, into a reservoir of mercury, and the scale is differently marked. When the pressure on the surface of the mercury in the reservoir is that of the atmosphere, the mercury will rise in the tube nearly to the level of that surface, (but slightly lower, owing to the resistance of the air ir, the glass tube.) As soon, however, as the pressure communicated exceeds that of the atmosphere, the mercury will be forced up into the tube, and the inclosed air condensed, until its elastic resistance is just equal to the pressure. The height of the mercurial column will of course vary with any variation of pressure, and thereby indicate the degree of pressure at every moment by means of the scale, which is divided, according to Mariotte’s law, into atmospheres, pounds, or the like. The high degree of pressure to which the last-described form of manometer may be subjected without error from friction or loss of mercury, the permanent elasticity, and the every-where existing and ex- actly defined qualities of the material of resistance, (atmospheric air, or other fluids of the same nature,) its comparatively small dimensions and convenient form, make it a very desirable instrument for meas- uring the pressure of steam. As usually constructed, however, it has defects, which have prevented its general use as a steam-gage. Among these defects were the coating and consequent opacity of the glass tube, by the deposition of an oxide of mercury when acted on by the inclosed atmospheric air ; the expansion and partial loss of air from within the tube whenever any partial vacuum was produced in the boiler, and so allowing the mercury to rise higher in the tube with the same pressure ; its oscil- lation, especially when there is a varying pressure, as in engines working expansively ; the almost constant tendency of the condensed steam to insinuate itself between the mercury and the glass, and to find its way into the tube above the mercury ; and the great inequality in the divisions ot the scale, arising from the peculiarities of the law that governs the volume of aeriform fluids under pressure. The improvements by which these defects have been remedied, at the same time rendering it mor« 324 MANOMETER. 2704. cell 2703. 2700. serviceable for determining pressures less than that of the atmosphere, have recently been made tht subject of a patent to Mr. Paul Stillman, of Few York. Fig. 2703 is the usual form of the patent manometer for showing a pressure up to eight atmospheres Fig. 270-1 represents the form of one for showing a pressure up to twenty atmospheres. Fig. 2705 is the form used for showing less than one atmosphere. The arrangement of the glass tube is quite similar in all the forms usually given to the instrument. Fig. 2706 is a longitudinal section through the centre of the glass tube, in which A is the tube ; B is an iron piece in which the tube is firmly secured by means of the stuffing- box G. It is screwed at one end to receive the brass case C, and in the middle to confine it in the reservoir of mercury into which the lower end of the tube is to be immersed. D D are scales divided into atmospheres, pounds, or inches of pressure, as desired. E E are blocks to secure the scales in their proper places. F is a gland which protects the lower end of the tube, and compresses the packing in the stuffing-box G. H is a cap or plug loosely screwed into the gland to facilitate the operation of charging the tube, and also, by admitting the mercury into the tube only through the interstices of the screw, prevent its oscillation, and at the same time allow the orifice to be made the full size of the tube whenever it may be necessary to clean the tube. In Fig. 2703 the reservoir for mercury is a deep " with an iron tube communicating from the cock at the bottom to the middle of the chamber above the surface of the mercury. In Fig. 2701 it is divided, the glass tube being inserted into a cell of greater depth, while the reservoir of mercury is in the bulb, to which a sufficient elevation is given to compress the gas within the tube to two or three times the density of the atmosphere, according to the density of the steam of which it is to serve as the gage. In this, as in the other form, an iron tube communicates the pressure from the cock below to the surface of the mercury in the bulb above. The subdivisions of the scale are by this means much more uniform and distinct than when used at atmospheric pressure only. In all cases, the mercury should be seen above the junction of the tube with the tube-holder, so as to indicate the initial pressure, or 0. In Fig. 2703 it is brought up by partially exhausting the tube at the time it is erected. In Fig. 2704 it is forced up by the superincumbent weight of the mercury in the bulb. The oxidation of the mercury within the tube is prevented in the latter form of the instrument by charging the tube with nitrogen or hydrogen gas ; but in the former, on account of the difficulty of preventing the admixture of atmospheric air, while exhausting a portion of the contents of the tube, for the purpose above referred to, atmospheric air only is used, and a drop or two of naphtha or other fluid answering the end, is introduced within the tube, on the surface of the mercury, to prevent the oxidation. When designed to show a pressure less than atmospheric, but not less than that shown by two inches of mercury, the tube is to be perfectly filled with mercury, and inverted in the reservoir, and the press- ure will be determined by the number of inches sustained above the level of the mercury in the reser- voir below ; but if it is to be used for a pressure less than the weight of two inches of mercury — that being the distance from the lowest visible part of the glass tube to the surface of the mercury in the reservoir — it will be necessary to use the bulb shown in Fig. 2704, but with such an elevation only as MARBLE-SAWING MACHINERY. 325 will brine the surface of the mercury in it to a height equal to the lowest visible part of the glass tube ; or it may be done equally well by using the form shown in Fig. 2104:, if a scale is properly made for the purpose, and the bulb elevated so as to compress the air so high in the tube as to allow the mercury to have sufficient fall without going out of sight, when the pressure of the atmosphere is removed from the surface of the mercury in the bulb above. It will be seen that either of these arrangements would resist the tendency of such partial vacuum as is generally formed in steam-boilers, when they are allowed to cool down, from disturbing the quantity of air within the tube of the manometer. If the initial quantity of air or gas in. the tube be deranged by a change of temperature, or by any other cause, it becomes necessary to know the extent of the variation occasioned thereby. To ascertain this, (if inexpedient to correct it at once,) a simple arrangement is adopted, viz., 1st, to remove the press- ure by closing the stop-cock and opening the small waste-cock between it and the reservoii this will allow the mercury to fall to a place in which it will be at equilibrium with the atmosphere ; 2d, to note the point to which it descends. The variation from the original place of 0 will be, in addition to the pounds shown on the scale-plate, such part of the whole as the variation from 0 bears to the whole length of the tube above 0. To determine this proportion, a series of decimals is placed on the scale at fixed distances, and the one of these nearest to where the base of the column of air within the tube rests, is to be used as a multiplier, by which the pressure of steam indicated on the scale is to be multiplied. Their product, less the pounds of variation shown on the scale, will be the true pressure. Thus, for example, if the mercury in the tube falls until the base of the column of air rests at the decimal *96, which would be near to the place due to 1 pound pressure, and if, on opening the. communication to the boiler again, it should rise to 130 pounds, this apparent pressure of 130 pounds is to be multiplied by •96, and deduct from their product the 1 pound, thus giving as the true pressure 123'8 pounds, showing a variation of 6'2 pounds. See Gage, Indicator. MANGLE, house. Figs. 2T0T and 2108 exhibit a house mangle for swathing cloth, the action of which is obvious. 2708 . MAPLE-WOOD, is found growing in mountain districts, is indigenous to the United States, and val- uable for its lightness ; and not being subject to warp or split, it will take any color, and a fine polish. When green, it weighs 61 lbs. 9 oz. a cubic foot; and when dry, 51 lbs. 15 oz. The bird’s-eye maple , from the beauty of its grain and the shades of its spots, is much employed for veneering ; by sawing the timber nearly parallel with the concentric rings, the effect of its marking or pencilling is much improved. In this country wheelwrights employ it, after giving it a seasoning for two or three years ; and when constantly under water it will not readily perish. MARBLE-SAWING AND POLISHING MACHINERY, worked by steam-power. Marble has. of late years been extensively worked by machinery driven by steam-power ; the processes are closely analogous in principle to those pursued by hand, but with various modifications of the apparatus, and it is proposed to explain briefly some of the peculiarities of the machine processes. In the simplest application of machinery to sawing marble, as for making one or two cuts in a large block, the construction of the ordinary stone-saw is closely followed, but the frame is made much stronger, of squared timber firmly bolted together, and stayed with chains ; to constitute three sides of a rectangular frame, the place of the pole and tightening chain of the saw is occupied by two fixed beams, and the saw is held and stretched by means of two clamps with screws passing through the ends of the frame, and tightened by nuts on the outside. The saw-frame works between vertical guide-posts to keep it upright, and it is reciprocated horizontally by a connecting-rod fixed to a crank driven by the engine. The connecting-rod is attached to the frame by a loop, which can be placed at various heights, so as always to keep the stroke of the connecting-rod nearly horizontal, notwithstanding the gradual descent of the saw in the cut. These saw-frames are sometimes made as large as 16 feet long and 10 feet high, for cutting huge blocks of marble ; and to prevent the great weight of these frames from pressing on the cut, they are suspended at each end by chains or slings which vibrate with the saw, and are connected with a coun- terpoise weight, that is adjusted to allow of the necessary pressure for tire cutting, which is effected 826 MARBLE-SAWING MACHINERY. ■with sand and water supplied in the same manner as for the stone-saw used by hand, but the introduo tion of the guide principle renders the chasing of the stone for the entry of the saw unnecessary. In some cases smaller saws ot similar construction are used for cutting thick slabs into narrow slips, and sometimes several cuts are made at once by an equal number of saw-blades, arranged in a rectangula” frame that is suspended horizontally by vibrating slings, and works between vertical guide-posts. In the horizontal sawing machine for marble patented by Mr. James Tulloeh, in 1824, the entire ar rangements are combined in a very effective manner, for cutting a block of marble into a number ol parallel slabs, of any thickness, at the one operation. The iron frame-work of the machine, shown in Fig. 2109, consists of four vertical posts strongly connected together at the top and bottom, to form a stationary frame from 10 to 14 feet long, 4 to 5 feet wide, and 8 to 12 feet high, within which the block of marble to be sawn is placed. The two upright posts at each end of the stationary frame have, on their insides opposite to each other, perpendicular grooves, within each pair of which slides up and down a square vertical frame ; to the lower end of each of these slides is affixed a spindle carrying two guide- pulleys, or riggers, upon which the horizontal saw-frame rests, and is reciprocated backwards and for- wards. The saw-frame is thus traversed within the fixed framing, and supported upon the four guide- pulleys of the vertical slides, which latter are themselves suspended by chains coiled upon two small drums placed overhead. On the same spindle with the drums is a large wheel, to which a counterpoise weight is suspended by a chain. The weight of the counterpoise is so adjusted as to allow the saw- frame to descend when left to itself, and which thus supplies the necessary pressure for causing the penetration of the saws. The saw-frame is made rectangular, and from two to three feet longer than the distance between the vertical slides, in order to permit of the horizontal traverse of the saws, which is from 18 to 20 inches. To allow of the blades being fixed in the frame with the power of separate adjustment, every blade is secured by rivets in a clamp or buckle at each end. The one extremity of the buckle embraces the saw, the other is made as a hook ; the buckle at one end of the saw is hooked upon a horizontal bar fixed across the end of the saw-frame, and the opposite end of the frame has a groove extending its entire width, through which a separate hook, provided with a vertical tightening wedge, is inserted for every saw, which thus admits of being replaced without deranging the position of the neighboring blades. The distances between the saws, and their parallelism with the sides of the frame, are adjusted by means of iron blocks made of the exact thickness required in the slabs of marble ; the blocks and blades are placed alternately, and every blade is separately strained by its tightening wedge until it is suffi- ciently tense ; the blocks are sustained between two transverse bars, called gage-bars, and are adowed to remain between the blades to give them additional firmness. The traverse of the saw-frame is given by a jointed connecting-rod, attached by an adjustable loop to a long vibrating pendulum, that is put in motion by a pair of connecting-rods, placed one over the other, and leading from two cranks driven by the engine. a 11 three connecting-rods admit of vertical adjust- MARBLE-SAWING MACHINERY. 327 ment on the pendulum. The connecting-rod of the saw-frame is placed intermediately between the other two, but its exact position is regulated by the height at which the saws are working, as it is sus- pended by a chain and counterpoise weight, which allow it to descend gradually downwards on the pendulum with the progress of the cut, so as always to keep the connecting-rod nearly horizontal. In the London Marble Works four of these sawing-machines of different sizes are grouped together, with the driving-shaft and pendulums in the middle, and so arranged that each pair of saw-frames reciprocate in opposite directions at the same time, in order to balance the weight, and reduce the vibration. Another mode of traversing the saw-frame sometimes adopted, is by means of a vertical frame than is reciprocated horizontally on slides, and the connecting-rod, instead of being jointed, is fixed rigidly to the saw-frame, and slides upon a vertical rod. Various other unimportant modifications in the construe tion of the machines are also adopted. One of the most difficult points in the application of these machines, was found to be the supplying of the sand and water mechanically to the whole of the cuts at the same time. This is now success- fully effected by the following arrangement. Above the block of marble to be sawn is fixed a water- cistern, or trough, extending across the whole width of the frame, and measuring about 1 'foot wide, and 1 foot deep ; about 20 small cocks are arranged along each side of the cistern, and a small but constant stream from each of the cocks is received beneath in a little box ; a sloping channel leads from every box across the bottom of a trough filled with sand, which mingles with the water, and flows out in separate streams, that are conducted to each of the saw-cuts. In the first construction of this appara- tus for the feed, the sloping channels were led straight across the bottom of the sand-trough, but it was then found that the water excavated little tunnels in the sand, through which it flowed without carrying the sand down. This difficulty was overcome by leading the channels across the bottom of the trough in a curved line, when viewed in plan. The form of the channels is shown in Fig. 2710, which repre sents four channels cut across the middle of their length, to show 2710 . their section, from which it will be seen that the channels are made as a series of Gothic shaped tunnels, supported only on one side, and open on the other for the admission of the sand ; the water flows through these tunnels, and continually washing against the convex side of the channel, undermines the sand, which falls into the water and is carried down : to assist this action the attendant occasionally stirs up the sand to loosen it. There is a sand-trough and set of channels on each side of the water cistern, so that every saw-cut re- ceives two streams of sand and water in the course of its length. The saws having been adjusted to the proper distances for the required slabs, the saw-frame is raised by means of a windlass and the suspended chains attached to the vertical frames, and the block of marble to be sawn is mounted upon a low carriage, and drawn into its position beneath the saws, and adjusted by wedges. The saws are then lowered until they rest upon the block, the counterpoise weights are adjusted, and the mixed sand and water allowed to run upon the saw-blades, which are put in motion by attaching the connecting-rod to the pendulum. The sawing then proceeds mechanically until the block is divided into slabs, the weight of the saw-frame and connecting-rod causing them gradually to descend with the progress of the cutting. To allow the sand and water to flow readily beneath the edges of the saw-blades, it is desirable that the horizontal frame should be slightly lifted at the end of each stroke. This is effected by making the lower edges of the frame, which bear upon the guide-pulleys, straight for nearly the full length of the stroke, but with a short portion at each end made as an inclined plane, which on passing over the guide-pulleys lifts the frame just sufficiently to allow the feed to flow beneath the saws. For cutting slabs of marble into narrow pieces, such as shelves, and which is effected by hand with grub-saws, a machine called a ripping bed is employed, in which as many cuts as may be required in the one slab are effected simultaneously, by an equal number of circular saws with smooth edges, re- volving vertically, and fed, as usual, with sand and water. This machine consists of a bench about 12 or 14 feet long, 6 or 7 wide, and about 2 feet 6 inches high ; upon the top of the bench is fixed two rails, upon which a platform, mounted on pulleys, is drawn slowly forward by a weight. The horizontal axis carrying the saws revolves about 9 inches above the platform, and to insure the rotation of the saws, the axis is provided with a projecting rjjb or feather extending its whole length. The saws are made as circular plates, about 17 inches diamener when new. The saws, or cutters, are clamped between two collars about 6 inches diameter, fitted so as to slide upon the spindle, and be retained at any part of its length by side screws. The saws having been adjusted to the required distances for the widths of the slips to be cut, and fixed by the side screws, the slab of marble is imbedded in sand upon the platform, and the edge of every saw is surrounded on one side with a small heap of moist sand. The saws are then set in mo- tion, so as to cut upwards, and the platform is slowly traversed under the saws by the weight, which keeps the slab of marble constantly pressing against the edges of the revolving saws, until the slab is entirely divided into slips. "When the saws are new, they nearly reach the upper surface of the platform, and a moderate thick- ness of sand, just sufficient to form a bed for the slab of marble, raises it high enough to allow the 6aws to pass entirely through the thickness of the slab ; but as the saws are reduced in diameter by wear, it becomes necessary to employ a thicker layer of sand, or to use a supplementary platform to raise the slab to the proper height. To avoid this Inconvenience, an improvement lias been recently introduced by mounting the axis of the saws in a vertical slide, which is adjusted by a rack aud pinion, so as to allow the edges of the saw to penetrate exactly to the required depth. Circular pieces of marble, such as the tops of round tables, and other objects, from about 6 feet diam eter to the small circular dots sometimes used in tesselated pavements, are sawn to the circular form 328 MARBLE-SAWING MACHINERY. by means of revolving cylindrical cutters, constructed on much the same principle as the crown saws for wood. The slab to be sawn is placed horizontally on a bench, and the axis of the machine works vertically above it in cylindrical bearings, which allow the spindle to slide through them, so as to be elevated or depressed according to circumstances. The spindle is suspended at the upper end by a swing-collar attached to a connecting-rod, that is jointed to the middle of a horizontal lever. The weight of the vertical rod and cutter supplies the pressure for the cutting, and the whole ii raised for the admission of the work by a rope attached to the end of the lever, and passed over a pulley. For circles of small diameter, the cutters are made as hollow cylinders of sheet-iron, of various diameters, and each attached by screws to a circular disk of cast-iron,” as shown in section in Fig. 2711. The cutter is screwed on the lower end of the spindle, just the same as a chuck on a lathe mandrel, except that the spindle is placed vertical instead of horizontal. To insure free access for the sand and water beneath the cutter, one or two notches, about three-quarters of an inch wide, are generally made in the lower edge. For large circles, the apparatus is made strong, and the vertical spindle is fitted at its lower extremity with a circular plate, to which is bolted a wooden cross, shown in plan in Fig. 2711, and in elevation in Fig. 2713; the cross has radial grooves about 18 inches long, near the outer extremities of the four arms. The cutters consist of detached plates of iron, from G to 18 inches long, of various widths, according to the thickness of the work. The cutters are curved as segments of a cylinder, of the particular diameter they are required to cut, and are each riveted to a clamp that passes through the radial groove, and is retained by a wedge. The number and length of the cutters is solely a matter of convenience, as a single cut- ter, when put in rotation, would make a circular groove, and several cutters are only employed in order to expedite the process. But eveiy different diameter requires a different curve in the cutters, and which must all be placed at exactly the proper distance from the centre of rotation. The horizontal bench upon which the marble is laid, is generally a temporary structure, adjusted to suit the thickness of the object to be sawm. Works of large di- ameter are seldom more than one or two inches thick, but those of small diameter are frequently much thicker, and sometimes three or four thin pieces are cemented upon each other, and cut at one operation. Short pillars are sometimes sawn out of an irregular block in a similar manner, instead of being chipped and turned. And it has been proposed that long cylinders, and tubes of stone, should be cut with cylinders of sheet-iron of correspond- ing length, put in rotation, and supplied with sand and water. Marble works of small and medium size, are ground flat upon horizontal revolving laps, after the same general method as that pursued by the lapidary, but with a proportionate increase of size in the lap, which is supplied as usual with sand and water. The laps for marble works are made as circular plates of cast-iron, from fi to 14 feet diameter, and about 3 inches thick when new; they are mounted in various ways upon vertical spindles, so that their upper sides or faces may be about 2 feet 6 inches above the ground. Across the face of the lap, or, as it is called, the sanding plate, one or two strong square bars of wood, faced with iron, are fixed so that their lower sides may just avoid touching the face of the lap, and their edges present perpendicular faces, from 5 to 6 inches high, at right angles to the face of the lap. The wooden bars serve as stops to prevent the work from being carried round by the lap, and also as guides to insure the work being ground square. The piece of marble is laid flat upon the lap, with the face to be ground downwards, and the side of the work in contact with the guide-bar. Water is allowed toSdrip upon the plate from a cistern fixed above, and small quantities of sand are thrown on as required. During the progress of the work the workman leans upon the marble, the position of which is shifted occasionally to expose both the work and the lap to an equal amount of wear, and prevent the formation of ridges, but which is less likely to occur with iron laps used for grinding large surfaces of marble, than when small objects are applied upon lead laps, as by the lapidary and mechanician. The one side of the marble having been reduced to a flat surface, the work is turned over to grind the adjoining face, and the first face is held in contact with the perpendicular side of the guide-bar, in order to present the second face of the work to the lap exactly at right angles to the first. When two pieces of similar size are to be ground each on the one face and two edges, as for the upright sides of a chimney-piece, the two pieces of marble are cemented together back to back with plaster of Paris, (a process that is called lining^) and the pair are ground as one piece on all four faces ; in this case the flat sides are first ground parallel to each other, or of equal thickness on the two edges, and the latter are then ground square by placing the sides in contact with the guide-bar. When the lap is of moderate size, one guide-bar only is employed, and it is fixed across the diameter of the plate, whicli then allows of two workmen being employed on the opposite sides ; but large grinding plates sometimes have two or three bars placed at equal distances across the face, and four or six workmen may then be employed at the same time upon separate pieces of marble. MARBLE-SAWING MACHINERY. 329 The sand and water are continually thrown from the lap by the centrifugal force, and the large siz«. of the works sometimes applied prevents the use of a rim standing up above the level of the lap te catch the wet, as used by lapidaries. Every workman, therefore, stands within a kind of trough like a box, about three feet high, without a top or back ; the troughs serve as a protection to the workmen, who would otherwise be exposed to a continued shower of sand and water. The surfaces of large slabs are in some cases ground upon revolving plates ; in this case the axis is placed entirely beneath the surface of the plate, somewhat as in Fig. 2714, and the slab is traversed by two men over the face of the plate to grind it equally, but the machine next described is better adapted for large slabs of marble requiring tolerable accuracy. Large slabs of marble and stone are ground very accurately in a machine patented by Mr. Tulloch and called a grinding bed. In this machine, represented in Fig. 2714, the slab to be ground is placed 2714. horizontally upon a moving bed, and the grinding is effected by sand and water, by means of t large flat plate of iron resting upon the surface of the slab. The two surfaces are traversed over each other with a compound motion, partly eccentric and partly rectilinear, so as continually to change their rela- tive positions. The machine consists of a frame about 9 feet long, 6 feet wide, and 8 feet high ; about 2 feet from the ground is mounted a platform, that is very slowly reciprocated horizontally for a dis- tance of from 1 to 2 feet, according to the size of the slab, by means of a rack and pinion placed be- neath, and worked alternately in both directions. Above the platform are fixed vertically two revolving shafts, having at their upper extremities hori- zontal toothed wheels of equal diameter, which are driven by means of a central toothed wheel keyed on the driving-shaft. The two vertical shafts are thus made to revolve at equal velocity, or turn for turn, and to their lower ends are attached two equal cranks, placed parallel to each other ; the extremi- ties of which, therefore, describe equal circles in the same direction. To these cranks the iron grinding plate or runner is connected by pivots fitting two sockets placed upon the central line of the plate. The cranks are made with radial grooves, so that the pivots can be fixed by wedges at any distance from the centre of the cranks. When the machine is put in motion, the grinding plate is thus swung round bodily in a horizontal circle of the same diameter as the throw of the cranks, which is usually about 12 inches, and consequently every portion of the surface of the grinding plate would describe a circle upon the surface of the slab being ground, if the latter were stationary. But by the slow recti- linear movement of the platform, the slab is continually shifted beneath the plate, so as to place the circles, or rather the cycloids, in a different position ; and it is only after many revolutions of the cranks that the same points of the surfaces of the grinding plate and slab are a second time brought in contact. The grinding plate is raised for the admission of the slab by means of four chains suspended from a 330 MARINE STEAM-ENGINE. double lever, and attached to the arms of a cross secured to the centre of the upper surface of the plate, ■which is thus lifted almost like a scale pan. For slabs that are much thicker or thinner than usual, the principal adjustment is obtained by the removal or addition of separate beds, or loose boards, laid upon the platform to support tire slab at the proper height. Slabs that are too large to be ground over the whole surface at the one operation, are shifted once or twice during the grinding, to expose the surface equally to the action of the grinding plate. The necessary pressure for grinding, is given by the weight of the horizontal plate, which is sup- ported almost entirely by the work, as the pivots of the cranks merely enter the sockets, and allow the plate to descend when left to itself. For delicate works a counterpoise weight is attached to the double lever so as to regulate the pressure on the work. The sand and water are applied to the grinding surfaces in much the same manner as in the iron runners used by hand, previously described. The grinding plate is made on the upper side with a raised rim like a tray, and the bottom of the tray is perforated with numerous holes about 1 J inch diameter arranged at equal distances apart. The sand and water are thrown into the tray at intervals in small quantifies, and run through the holes and between the surfaces of the slab and grinding plate, which are thus uniformly supplied with the feed that ultimately makes its escape around the edges of the grinding plate. . Various qualities of sand may be employed according to the perfection of surface required, and very flat surfaces are produced by this machine. The grounding or smoothing of the best works is effected with a succession of fine emeries, with which the surfaces may be made very smooth, and almost polished ; but from motives of economy, the grounding of ordinary works is more frequently completed by hand, with grit-stone and snake-stone, before the work is finally polished on another machine. Eectilinear mouldings in marble are wrought by machinery in a manner altogether different from the hand process of working mouldings, in which, as previously described, nearly the whole of the material is removed with chipping chisels, and the surfaces of the mouldings are only smoothed by abrasion. In the machine process, on the contrary, the whole of the material is removed with revolving grinders, by which the work is reduced to the required form, and left smooth at the one operation. The machine for working rectilinear moulding, or as it is called the moulding bed , closely resembles in its construction the ripping bed described previously, except that the frame carrying the revolving grinders is provided with the power of vertical adjustment by a screw placed beneath, in order to raise the grinder to the proper height to suit the thickness of the marble, and that instead of the grinders being thin circular sheets of iron, they consist of solid cylinders of cast-iron turned to the counterpart forms of the required mouldings. Indeed the ordinary ripping bed is occasionally used for working mouldings on large works, and when it is provided with the vertical adjustment for elevating or depressing the axis to any required position, the ripping bed is equally suitable for working mouldings but as the latter are in general only required on slips of marble only a few inches wide, a narrow ma- chine is usually employed for the purpose. MARINE ENGINES, Steam. Marine engines may be divided into two broad classes, viz: beam 01 lever engines, and direct acting engines. These may be either condensing or non-conaensing engines , the former, however, are the most extensively used. With the exception of small screw-propellers and tow-boats, and steamers on the western waters, the condensing or low-pressure engines are almost in. -urn MARINE STEAM ENGINE. 331 •wholly used in this country. The terms high and low pressure are in general used to designate respeo tively the non-condensing and condensing engine, although the terms are not in truth sufficiently distinc* tive, as the condensing engine may he, and in connection with the expansion principle, frequently is, used with what may he called high steam. What would he considered in this country a low pressure steam, say 40 lhs. to the inch, would be considered in England as high-pressure. These two classes admit of subdivision into many varieties, hut may, for all practical purposes, he confined to the following system of arrangement : Beam-engine, Side-lever. r Direct-acting engine... - Vertical Oscillating, Rotatory. Square engine. Steeple engine. Trunk engine. Gorgon. F airbairn. Double-cylinder engine. The Direct-Acting Engines differ from the beam-engine simply in the method of taking the power from the piston-rod. In the one the head of the piston-rod is connected either directly with the crank, or by means of a connecting-rod or rods ; in the other, the working-beam or great lever, vibrating on its centre, receives at one end the power from the piston-rod through the modifying action of “ parallel motion ” rods, or plain slides, and communicates it to the crank-shaft by a connecting rod attached to its other extremity. The Side-Lever Engine is a modification of the of the marine engine, this form of engine is ordinarily understood, unless otherwise specified. For al- though other forms of engines may become of as much importance to steam navigation, certain it is that at this day no engine has been found to equal it in point of general efficiency. The description of engine called oscillating is, however, coming into favor, from other considerations to be noticed subse- quently. I’assing to the varieties of the direct-acting engine, already defined, we find that the attempt to pro- duce engines more compact and of less weight and bulk, has extended the examples of this class of en- gines into an almost endless variety of modifications. Scarcely any two are alike ; and in our classifi- cation above, we have retained only tnose whose features are sufficiently distinctive to admit of general- ization. Some engineers regard those engines only as direct-acting, where the piston itself seizes the crank, without the intervention of any connecting-rods. Such are the trunk and oscillating engines ; but the classification we have used is simple, and sufficiently minute for all purposes. In the first species of the direct-acting engine, namely, the vertical, the paddle-shaft is directly over the axis of the cylinder ; but the method has the disadvantage of admitting only a short stroke and a short connecting-rod, and requires that the height of the axis above the bottom of the cylinder should be at least three times the length of the stroke. Thus one of the extremes, too short a connecting-rod, too short a stroke, or a paddle-axis too high above the floor of the vessel is incurred. 1c this country the square engine, the first variety of the vertical engine, has its cylinder immedi- 332 MARINE STEAM ENGINE. ately over the axis and cranks, to which motion is communicated from the cross-head of the piston bj means of side-rods, the air-pump being worked by a separate beam connected with the cross-head by pro- per links ; but this is equally unsuited to sea-going steamers on account of the height of the cylindei above the paddle-shaft. To obtain the object sought without incurring these evils, many descriptions of engine have heel contrived ; among others the steeple engine, so called, where the piston-rod is made forked, so as, pass- ing round the shaft, to rise above it to a considerable height, from which again descends the connecting- rod to the crank. Figs. 2716 to 2721 illustrate the principle. The top of the piston-rod carries a four- armed cross-head h k, on each end of which stands a pillar hh ; these four pillars again unite in another quadruple cross-head, sustained upright by a vertical guide ; and it is from this summit that a connect ing-rod descends to the crank K. After passing through a great variety of phases the steeple engine appears to have settled down mt« the two following shapes. In figs 2720 and 2721 the piston-rod is seen united to a triangular frame, from the apex of which the connecting-rod descends to the crank. In fig. 2722 this frame is shown to be square, and fig. 2719 is the side view of both varieties. 2723 2724 Another method of accomplishing the direct connec- tion without encumherirlg the deck is called the trunk engine,. The axis is placed at the height of half the stroke, or more, above the cylinder, and a connecting- rod unites immediately the crank-pin with the centre of the piston. In this way the connecting-rod, passing through the top of the cylinder, would allow the steam to escape but for a large trunk or casing with which it is surrounded, and which, passing through a chasm of large area conceived to be steam-tight, rises and falls w T ith the piston to which it is attached. In fig. 2724, A A is the cylinder ; to its piston is attached a trunk B, which works through a stuffing box in the cylinder cover ; to the piston the connecting-rod c c is attached. Fig. 2723 represents the top of the cylinder A A, with its stuffing-box and the trunk. These engines were first used for marine purposes with vertical cylinders, and were again introduced into use by Penn, of Greenwich, with horizontal cylinders. The first application of it was to H. M. S. Encounter, a vessel of 360 hoi'se-power. The cylinders are horizontal, and connected at once to the screw-shaft. These engines make between 78 and 80 revolutions per minute, which was sufficient to propel the ship about eleven knots. They were fitted with locomotive slides, and worked with two eccentrics. The air-pumps, like the cylinders, were horizontal ; and indeed all the parts of the engines were ns low as they possibly could be, for the purpose of bringing the machinery below the water line. This form of engine was used by the Messrs. Kemble, for the steamers “ Pioneer ” and “ City of Pitts ourg.” In these the cylinders are again brought back to the original vertical position, and form, not- withstanding, a most compact form of engine. The Gordon, Fairbairn, and the double-cylinder engines are English varieties of direct-acting engines extensively used abroad, but little used in this country; they deserve a passing notice, as illustrative of the efforts made to reduce the dimensions of marine engines within the least possible limit. MARINE STEAM ENGINE. 333 The principle of construction of the Gorgon engines will be clearly seen by reference to fg. 2725, which represents a section of one of such engines ; and the several parts, for simplicity .sake, are represented omy bylines. Here AB CD represent the cylinder, F is the centre of the shaft, directly over the middle of the cylinder ; I E is a section of the piston ; I H the piston-rod, working steam-tight in u etuffing-box at K ; H G is the connecting-rod, and G F the crank It is easily seen that as the piston is 334 MARINE STEAM ENGINE. forced up and down by tlie steam, the crank will be made to revolve, and consequently cause the paddle- wheel to rotate. The remaining parts of the engine will be readily understood : L is the condenser, M the air-pump, N the hot well, a and b are the foot-valve and delivery-valves respectively. There are twc particulars deserving special notice in this engine, viz. : the slides for admitting the steam and allowing it to escape, and the parallel motion, or the means of keeping the piston-rod in its vertical line. It is observable that there are four slides, viz. : A, B, C, and D, two of which, A and C, are for allowing tlia ingress of steam, and the other two, B and D, for allowing it to escape to the condenser L. The follow- ing is an outline of the parallel motion: II 0 is a beam called the “rocking-beam,” one end of which 2727 o ; / i T 1 a 2728 ,tted to the upper extremity H, of the piston-rod. P Q is a vertical frame, called the ‘rocking- standard ; ” the lower end of this is connected with some convenient point Q, about which it can move, and the upper end P will therefore describe a small circular arc about Q; but this arc will be so small that it may be practically looked upon as a straight line. T S is a bridle-rod, secured at one end T to the framework of the engine, and at the other to the rocking-beam. If, now, these rods have the pro- per proportions, the motion of H will be vertical. The rocking-beam is continued along to 0, and the air-pump rod is fitted to it by means of the interme- diate rod R 0. The air-pump rod is kept in a vertical line by means of guides. Fig. 2726 represents an outline of the Gorgon engine. The chief peculiarity of Fairbairn’s direct-acting engines is in the parallel motion, which is somewhat similar to that of the Gorgon engines. The dotted lines, fig. 2727, represent the Gorgon engines. H P 0 is the rocking-beam ; H the point to which the piston-rod and connecting-rod are attached ; P the point of attachment of the rocking-standard ; then, to construct Fairbairn’s parallel motion, let the rocking-standard P Q be inverted, as in the figure, so as to hang down from a point Q' in the entablature of the engine. In the Gorgon engines, H P is prolonged to 0, as before described, and the air-pump is worked from this extremity ; but in Fairbairn’s engines the radius-gear S T will be produced to some point O', and O' T serves as the beam for working the air-pump. The steam is admitted and allowed to escape by means of a slide-valve, worked by an eccentric. The four main parts of each engine, viz. : the cyl- inder, slide-valves, condenser, and air-pump, form a square, and thus occupy little space. Fig. 2728 represents in outline one of the Fair- bairn engines. Maudslay's Double-Cylinder Engines. In the fore- going direct engines the connecting-rod is necessarily shorter than it would have been if side-levers had been used • and consequently the force exerted on the MARINE STEAM ENGINE. 335 2729 crank alters more suddenly as tlie motion is alternated from the up to the down stroke, and vice versa , than would have been the case had the connecting-rod been longer. Now, in most direct engines a long connecting rod is an impossibility ; for the distance from the shaft to the bottom of the vessel being limited,, the depth of the cylinder, the radius of the crank, and the length of the connecting-rod, must all be accommo- dated to it. Messrs. Maudslay and Field proposed to remedy it by adapting two cylinders to each en- gine, instead of one ; the cylinders having one con- necting-rod between them. In figs. 2729 and 2730 A and A 2 are the two cylinders of one of the en- gines ; a a 2 the piston-rods ; these rods are connected together at their upper extremities by the cross-piece 2731 BCD, called (from its form) the T-plate ; the lower end C of the T-plate is attached to the connecting- rod C E, which again being connected with the crank E F communicates with the paddle-shaft F. The condenser G is underneath the cylinders. It is clear that if steam be admitted below both pistons at the same time, the pistons, in rising, will force up the T-plate, and with it the connecting-rod, &c . ; and conversely these will again descend as the 2732 piston is forced down. Hence the working HjHHl ^ ^ ^ J L part t ^ ie engine can be comprehended. It remains to be shown how the steam is ad- mitted to both cylinders simultaneously. Looking at the plan of the figure, the cir- cle S represents a slide-valve, different in form from the common slide-valve, inasmuch as it is circular instead of being semicircular ; it has one upper and lower face in contact with the ports of the cylinder A, and one of each in contact with the cylinder A 2 , so that as the valve is raised or depressed, the steam is admitted above or below both pistons at the same instant of time. FI is the air- pump, the bucket of which is worked oy the beam K L moving round the centre I. Fig. 2731 is an outline elevation of the double-cylinder engine. In the oscillating engines the connecting- rod is altogether dispensed with, the piston- rod being attached directly to the crank; and because the piston-rod from this mode of at- tachment, must either be bent when motion ensues, or the top of the cylinder must move laterally, this is provided for by allowing the cylinder itself to vibrate in a small arc, ef- fected by casting trunnions on to the cylinder near its middle, as an axis upon which it oscillates. 336 MARINE STEAM ENGINE. Fig. 2732 will give an idea of the appearance of the oscillating engine. Many nautical men, and some engineers, have objected to oscillating engines on account of the move- ment of the cylinder, which, they imagined, would become a formidable evil in the case of a vessel roll- ing heavily at sea. These objectors do not seem to have remarked that the rolling of the cylinder is neither dependent upon, nor proportionate to, the rolling of the ship, but is regulated exclusively by the movement of the piston ; and it is difficult to see why a mass of matter, in the form of a cylinder, should be more formidable or intractable in its movements than a similar quantity of matter in the form of a side-lever, or in any other shape whatever. It has also been objected against the oscillating engine, that the eduction passages are more tortuous tnan in common engines, so that the steam gets out of the cylinder less freely. We do not believe such to be the fact, if the comparison be made with the common ran of marine engine ; and in practice, no diminution of efficacy from this cause is appre- ciable. All the objections that have been raised to the oscillating engine are hypothetical ; they are anticipations of defects to he found out in large engines on the oscillating plan, and would probably be plausible enough to carry some weight, were it not the fact that they have been completely controverted by experience. The remark, indeed, is heard sometimes even yet, that the oscillating method may do very well for small engines, but is of doubtful efficacy for large ones. But the definition of large en- gines has been continually changed, to escape the contradiction experience afforded, and that size is, in every case, decided to be large, which just exceeds the size of the oscillating engine last constructed. The grounds of this skepticism, however, are now being fast contracted; and, indeed, experience has now demolished every objection that theory had raised. Some persons have apprehended that it would be difficult in large oscillating engines to obtain sufficient surface of trunnion to prevent the trunnions from heating; yet we have never been able to learn that any heating of those bearings has been found to occur in practice, and it appears probable that any such disposition would be resisted by the cooling effect of the steam passing through them, which, though hot, is of greatly inferior temperature to that of a hot bearing. It does not appear to us, however, that the trunnions may not be made with any amount of surface that is thought desirable, but we believe the proportion adopted by Messrs. Penn have been found adequate, and are generally adopted in this country. Rotatory Engines are engines for obtaining a motion round an axis by the direct action of the steam, without involving the necessity of reciprocation. Some of them operate on the principle of reaction of which the engines of Avery and others may be taken as specimens ; others operate on the principle of impulse; a third kind trusts to the intervention of some liquid to produce the desired effect, as in the mercury engine of Watt and the wheel of Amonton ; while in the fourth class the piston moves in a circle round the axis. It is impossible to give any enumeration even of the numberless schemes for rotatory engines that have at various times been projected ; but none of them have been applied with any prospect of success to the purposes of navigation, and in their present state, need scarcely be ranked as marine engines. MARINE STEAM-ENGINE, of one hundred and forty-five horse-power. By Caird & Co., Greenock The following figures illustrate very fully the form and construction of marine engines made by Messrs. Caird & Co. of Greenock, for the steam-packets Actteon and Achilles, and also for the royal mail-packet Urgent, still plying betwixt Liverpool and Dublin. The drawings were made from the engines of the Actteon, since lost on the West-India station ; but in order to render them more complete, and therefore more acceptable to the engineer, the expansion-geer subsequently applied to the engines of the Achilles has been embodied. It may also be remarked, that by proportionally reducing the scale of the draw- ings, they will be found to agree in every respect, beyond a few very slight modifications of a technical kind, with the larger class of engines, since constructed by the same spirited firm for the W est-India mail-packets Clyde, Tay, Tweed, and Teviot, of 225 horse-power each engine. The figures may thus be regarded as giving a general representation of the form of marine engines built by a firm to whose engineering skill the profession is indebted for a design of engine equally remarkable for elegance of appearance and compactness of arrangement. In lightness of material it is no doubt surpassed by the recent introduction of malleable-iron framing, and direct-action; but in the class to which it belongs, known as side-lever engines, it exhibits a massiveness of appearance and an economy of weight which, in combination with equal strength, has not hitherto been surpassed. Enumeration of the figures. — Fig. 27144- exhibits a complete side elevation of the engine, showing the general design and arrangement of the framings, and the relative positions and connections of the work- ing parts; the valve, expansion, and starting geer, parallel motions, and situation of the pumps. In this view the side of the vessel is supposed to be removed and the engine seen in situ. Fig. 2715 is a plan of the sole-plate of the engine with all the parts removed, but showing the position and provision for fixing the steam-cylinder bottom and valve casing, the hot-well, placed on the top of the condenser, the air-pump, and the soles of the main framing. Fig. 2716 is a general plan of the engine, exhibiting very fully the starting and eccentric geer, the mode of working the pumps, the direction and position of the steam-pipe, and mode of connecting the diagonal framing ; also the horizontal relation of the valve and expansion geer. General description. — Sole-plate and condenser. — The sole-plate, marked A A, with the condenser U, consists of a single casting, double-ribbed on the under side, to give it additional strength and rigidity. For facility of fitting it is provided with fitting-strips on its upper surface ; these are faced true to re- ceive the soles of the maiji frame and cylinder bottom, which are fitted upon it metal to metal, aud consequently are likewise-provided with corresponding fitting-strips, faced in the same manner. The sole-plate is firmly secured to the keelsons of the vessel by sixteen strong malleable-iron bolts marked a in the elevation, and the recesses for which are similarly designated in the plan of the sole-plate The middle of the plate, falling between the two keelsons, is depressed to allow the condenser and its ap- pendages to stand lower in the vessel than they otherwise would, as shown in the general section. Framing. — The main framing of the engine consists of four strong fluted columns, cast pair and pair Pi rrr ■ X j i MARINE STEAM-ENGINE. 337 with their soles and entablatures. The soles, as above observed, are fitted upon the sole-plate metal to metal, and are secured to it by bolts and keys, for which snugs are cast on the sole- plate. The entab- lature is completed by two cross-beams corresponding in form with the sides, into which they are fit tec and secured by bolts. The form of their cross-section is shown in the general section of the engine. The upper or crank framing consists likewise of four columns cast pair and pair with their soles and entablatures ; but in this case there are no cross pieces, the two sides being simply braced together by two strong malleable-iron stays marked c. One of these passes between two strong lugs cast on the back columns near the top, and the other between the cheeks of the diagonal framing marked 0. The crank-framing rests on the entablature of the main frame to which it is fitted, and secured by bolts and by two centre keys in each sole, driven on the right and left of a dovetail snug cast on the entablature of the lower frame, and which enters a similarly formed but larger recess in the sole of the upper frame — an arrangement which is clearly shown both in the general elevation and section. This framing is further secured between the ship’s beams by the strong stays b b cast upon the entablatures. These stays usually abut against cast-iron face-plates, bolted upon the paddle-beams at the points of contact, but they are neither bolted nor otherwise fixed to the facings, but are left free to slide vertically upon them in obedience to any spring which the vessel may have when under way, and which is often con- siderable, especially in a rough sea. The crank-framing is also braced to the steam-cylinder by the diagonal framing C C, consisting of two strong parallel struts cast upon the inner columns of the crank- framing, from which they spring. These struts terminate in rectangular flanges, answering to similarly formed projections cast on the cylinder on opposite sides of the valve-casing at top ; and to these they are carefully fitted metal to metal, and secured by bolts, as partially shown at d in the elevation and plan. The principal use of the crank-framing, and that from which it takes its name, is to support the c> ank- sliaft. This is accomplished in each of the engines by two plummer-blocks, one on each side of the crank, secured by bolts and keys on the entablatures of the frames. The soles of the plummer- blocks are in this, as in all highly finished engines of the same class, likewise faced and fitted metal to metal. Steam-cylinder . — The steam-cylinder E is cast open, and with broad and strong flanges at both ends. It is placed upon a separate bottom piece, flanged like the cylinder, to allow of their being bolted to- gether. This bottom piece being truly faced, above and below, is secured to the sole-plate of the engine by strong bolts, and rusted. The lower end of the cylinder being truly faced is similarly fitted upon and secured to the upper flange of this bottom piece, so that the whole may be perfectly steam-tight. The interior of the cylinder is bored as truly as possible of a uniform inside diameter of sixty-two inches. The cover d' which, as will be observed from the section, is cast hollow, is fitted by turning and grinding, into the upper end to nearly the depth of the steam-port. On the inside is a circular re- cess to receive the heads of the bolts of the junk-ring of the piston ; and the exterior plate is expanded by a strong flange to the same diameter as the flange of the cylinder, to which it is secured by bolts. In the centre is formed the stuffing-box through which the piston-rod ascends. The projecting corner pieces marked d are those to which the diagonal framing is attached ; they are faced both on their horizontal and vertical surfaces, so that the corresponding flanges, in which the struts of the framing terminate, may be fitted truly upon them. The projecting valve facings are cast of a piece with the cylinder. These are carefully dressed and the whole surface of both exactly reduced to the same plane ; and to complete them, a carefully finished facing of brass, but of less breadth, (two inches,) is applied steam-tight round each of the ports, and projects on each side, by runners of a length corresponding to the length of the ledgings of the valves. The outlines of these facings are indicated in the view above referred to, and the transverse form in the general section of the engine. The piston . — The body of the piston consists of a single hollow casting, strengthened by radiating feathers, with a strong eye in the centre to receive the piston-rod. The under side is a portion of a sphere answering to the curvature of the bottom of the cylinder. The upper side in like manner is convex to its junction with the ring, which is horizontal, and corresponds to a horizontal part round the inside of the cover, within which the cover is a segment of a hollow sphere of the same radius as the top of the piston. By making these parts of a curvilinear section, they are better secured from rupture by changes of temperature ; and the piston being symmetrical in its outlines with the cover and bottom, the loss of steam due to the clearance is reduced to a minimum. The under side of the piston only is cast of a diameter equal to that of the cylinder, the deficiency on the upper side being made up by the junk-ring. This ring is fitted steam-tight, first by turning and subsequently by grinding. Packing-rings, consisting of two thicknesses, made up of overlapping segments, are likewise fitted into their place between the junk-ring and the flange corresponding on the under side of the piston, and are rendered steam-tight by the same means. The whole of these thicknesses, composing the edge of the piston, are simultaneously turned of a uniform diameter, pre- cisely equal to the internal diameter of the cylinder, in which they are intended to work steam-tight ; but as this condition would endure only for a short period, however carefully and exactly the fitting might be effected, were no provision made for compensating the wear incident to the continued motion of the piston, and especially under variations of temperature, as in starting, the packing-rings are ren- deied capable of adjusting their diameter to that of the cylinder, by springs placed behind them. The springs employed in this piston are of a U-form, placed vertically, the strong side bearing upon the piston, and the elastic side against the adjacent ends of two of the segments. The number of springs and segments is thus necessarily equal, and so arranged that every segment is supported at each end by a spring. By this means the pisten is made to work in the cylinder steam-tight, and to accommo- date itself to any slight variations due to the contraction and expansion of the materials; and likewise to compensate for wear of its own circumference and that of the cylinder. Vol. II.— 22 338 MARINE STEAM-ENGINE. The junk-ring is secured in its place by bolts and nuts ; the nuts are placed in recesses provided for them in the metal of the piston, and the bolts are screwed into them from the outside. The heads thus project on the surface of the ring, and would come into contact, at the end of the up-stroke, with the cylinder cover, but for a circular recess formed in it for their reception, as before noticed. MARINE STEAM-ENGINiE. 339 eve and the thickness of the rod thereby effectually binding the latter to the piston. For convenience of inserting the key a recess is left in the upper plate of the piston, which is afterwards filled, to prevent the steam gaining admission to the hollow interior of the piston. Piston cross-head and connections . — The piston-rod, ascending through a packed stuffing-box, is inserted .into an eye, bored a little smaller than its own diameter in the cross-head I, equidistant from the two extremities ; and is then fixed by two gibs and cotter in the usual manner. The cross, head has two journals turned on each of its ends, separated from each other by ruffs of an inch 2715. 2710. >c> breadth. By these journals the radius-bars KKand the side-rods J J are connected with the cross- ... ' VJ e side-rods are fitted upon the exterior journals, and descend to the corresponding extrem- ities of the side levers M M, to which they are also flexibly attached. Their connection at the crossdiead as will be observed from the elevation, is by solid eyes formed in the ends of the rods and bushed, the brasses being retained in their places by the collars of the cross-head, with the assist- ance o a^ey rearing against the back of the lower brass ; but the connection with flie side-levers is effected differently. Here the brasses are placed within strong malleable-iron straps, bent at the mb’ 340 MARINE STEAM-ENGINE. die of their length till their projecting ends fit closely upon the rectangular ends of the side-rods, ii which they are secured by a gib and cotter. This species of connection, technically known as the butt- end and strap , and universally adopted in like circumstances, provides for any slight wear of the brasses for should these become too large, they can be brought closer together by driving the cotter more tightly, the holes through which the gib and cotter pass being so disposed in the strap and butt that the gib shall only be in contact with the ears of the strap and the cotter with the butt on its under edge. The holes in both strap and butt being thus of greater breadth than the gib and cotter together, the connection admits of adjustment to the extent of the difference, and no further, for then the edges of the holes being in the same plane, the relative positions of the strap and butt will not be altered by any subsequent action upon the cotter. The side-levers are divided at their extremities at the point of connection with the side-rods J J and the links jj, which connect them with the cross-tail. The joints are completed by strong malleable- iron pins which pass through the jaws of the levers, and the bushes of the straps which are placed be- tween them. These centre pins are turned with a little taper on the parts which pass through the levers, and the holes made for their reception are accurately bored to the same diameter and ground. The studs are driven in tightly from the outside, and secured in their places by riveting at the opposite extremity. Both levers are suspended upon the same axis called the main centre, M', which passes through and is fixed in the sides of the condenser. It will be observed that the eye of the lever is fitted with brasses which can be tightened as they wear by a pair of cotter-keys, parsing through the boss and bearing against the back of the under brass. Inside, and bearing against the shoulder of the boss, is a ring of malleable iron, of sufficient breadth to cover the margin of the eye to fully an inch beyond the circum- ference of the brasses, thereby preventing the lever from deviating inwards: and to prevent it from sliifting its position outwardly, a plate of the same external diameter is applied by a strong bolt screwed into the end of the main centre. The side-levers are connected with the connecting-rod 1ST by means of the cross-tail O and links jj. The connecting-rod passes through an eye at the middle of its length, and is fixed by two gibs and a cotter, in the same way as the piston-rod is attached to the cross-head, wdiile the links are connected in the same manner as the side-rods, except that the upper ends do not admit of adjustment, being simply riveted in the eyes. The attachment of the connecting-rod with the crank is likewise by a butt-end and strap, the cotter of which is tightened and maintained in its place by a screw and nuts. The crank-shaft Q rests, as before observed, on pedestals fixed upon the entablature of the crank-framing, and is prevented from moving on end by ruffs on the outsides of the pillows, and by the shoulders of the crank-brasses inside. It may be noticed that the piston-rod, side-rods, cross-head, main centre-shaft, cross-tail and links, connecting-rod, and crank-shaft are all formed of the best malleable iron, and turned and pared to the requisite forms and dimensions. The parallelism of the piston-rod is maintained when the piston is in motion, by the two radius bars Iv K, by the radius levers//, fast upon the ends of the shaft L, called the parallel-motion shaft, and by the parallel bar h. The ends of the radius bars K K, on the cross-head are formed with solid eyes, fitted with brasses, the inner of which are tightened by keys, in the same manner a9 those of the side- rods which are attached at the same points. The eyes at the opposite ends, which work upon studs in the radius levers // are formed in the same way, but are smaller, and have the outer brasses adjusta- ble by screwed-pins g g. The length of the bar thus admits of slight adjustment between its centres, to compensate for errors of workmanship and wear of the bushes. The parallel bar h is also attached by a solid eye and stud to the lever /, and admits of still more extensive adjustment at its lower end. This bar, it will be observed, is formed in two pieces, with the contiguous ends screwed right and left, and embraced by a long nut similarly screwed. By turning this nut to the right or left it is obvious that the upper and lower ends will be made to approach or recede, and the distance between the centres be thereby diminished or increased. The upper end of the rod is formed with a solid eye bushed, and the lower with a butt-end and strap in the usual way; it -is attached to the exterior side-lever by a malleable- iron stud inserted into a rectangular eye formed in the latter. The disposition of the flexible points of these connections being such, that in every position of the piston the angles of the parallelogram formed by the part of the side-lever comprehended between the stud of the rod h and the junction of the side-rod, opposed to the radius bar K, and by the parallel bar h and the side-rod J, shall change proportionally, always preserving the same constant ratio, it fol- lows that the piston-rod cross-head will move constantly in the same place and the parallelism of the piston be thereby maintained. The parallel-motion shaft L is supported by two plummer-blocks, resting on the entablatures of the small pillar-framing D. This framing, called the parallel-motion framing, consists of four columns, cast, like the larger framings, pair and pair, with their soles and entablatures, and with provision on the latter for bolting and keying the pedestals. The soles rest upon oblique flanges cast on the .diagonal framing C 0, to which they are secured by bolts and keys. The valves and valve-geer. — The valve casing F is cast of a semi-cylindrical form, corresponding to the form of the valves, which are of that kind designated, in accordance with their outline, short D-slides. The casing is fitted steam-tight and bolted to the side of the cylinder by projecting flanges cast on both for that purpose ; and also to the sole-plate over the recess T', shown in the general elevation The flat side, as will be observed from the general section, occupies only about a third of the whole length equidistant from both ends, and is cast with projecting flanges, which are carefully fitted steam- tight between the ends of the projecting faces of the cylinder. These faces thus project inside, but are concealed by the circular part of the casing, in which, it will be observed, when the cover is applied, there is no communication with the external atmosphere ; through the passages T it communicates MARINE STEAM-ENGINE. 341 with the condenser U, and through the steam-ports with the cylinder. The steam-pipe G likewise opens into it, and a communication is thereby effected with the boilers. The valves, as already noticed, are of the kind known as short D-slides. There are two of these, one to each port of the cylinder. The backs are turned truly circular, and the faces are planed and ground to the brass facings of the ports, so that they may slide upon them steam-tight, and with as little friction as possible. They are kept tight against the faces, and also rendered steam-tight in the casing by hemp packings, introduced through the packing-porta cast in the casing. These pack- ings are covered by the packing-rings which are pressed against them by set pins acting in nuts between the packing-rings and the port-covers, as fully shown in the general section. These set pins can be tightened at pleasure by a box key, inserted through holes formed in the covers, and filled with hollow plugs, which can be withdrawn when necessary. The planes forming the faces of the valves are slightly less than double the breadth of the port, but the circular parts are necessarily much larger. The faces and backs are connected by strong dia- phragms, through which pass the ends of the rods which couple the two valves together. These rods are turned to an exact length between the ruffs, against which the contiguous sides of the diaphragms bear, and are kept fast in their places by nuts upon their protruding ends. They are stiffened at the middle of their length by a cross-stay. A strong stud is inserted downwards in the middle of the diaphragm of the upper slide, and is retained in its place by a nut on the end projecting below. The upper end is formed with strong projecting lugs, between which the enlarged square end of the valve-spindle is re- ceived, and retained by a strong square pin which passes through the lugs of the stud and the end of the spindle, thereby forming an inflexible joint at the point of connection. The valve-spindle passing through a packed stuffing-box in the cover of the valve casing, is attached by means of a small cross-head and side links, to the lever n. This lever is fast upon the transverse shaft m, which has its bearings immediately under those of the parallel-motion shaft in the framing D. On the opposite end of the lever n , is fixed a weight q, sufficiently heavy to counterpoise the weight of the valves.. This weight is connected with the shaft S, called the starting -shaft , by two small levers s s. These levers are fast upon the shaft S, but are flexibly connected to the axis of the weight q, by two short connecting-rods jointed to each. The shaft S is carried on pedestals fixed upon the cheeks of the diagonal framing 0 C, and has a short lever crank keyed upon the end projecting to the inside of the engine. A long lever is fitted to this fixed piece by a hollow boss which passes upon the tail, but, being required only occasionally, it is not fixed, that it may be removed when not in use, and for that reason it is not shown in the drawings ; but supposing it applied, it is plain that by moving it towards the right and carrying the shaft S with it in the same direction, the balance weight q will be elevated and the valves depressed. The reverse action will produce the reverse effect by again lower- ing the weight and raising the valves. Now, observing in the section that the lower steam-port of the cylinder is open to communication with the condenser, and that the upper port communicates only with the interior of the casing, if the weight q be raised until the valves descend through a space equal to the breadth of the faces, it is clear that the conditions will be reversed, and that the upper port will be opened to communication with the condenser, through the passage T, and that the lower passage will be shut, and the lower port will communicate with the interior of the casing. Upon one end of the traverse-shaft m, is a crank-arm, upon the pin of which a gab formed in the end of the compound rod 1 1, called the eccentric rod, rests. This rod, which consists of two bars of malleable iron stiffened by diagonal braces, is attached at its base to the two opposite lugs of the eccentric ring R, which works freely upon the eccentric embraced by it, and which revolves with the crank-shaft of the engine ; consequently, supposing the crank to revolve, the rod 1 1 will at the same time receive an alternating rectilineal motion, which being transferred to the crank-lever of the traverse-shaft m, will cause the ends of the lever n alternately to ascend and descend. But the valve- spindles being attached to this lever, its motion will be transferred to the valves, which will thus be made alternately to ascend and descend in the same manner as when a lever is applied by manual strength to the shaft S. This is the action necessary to maintain the motion of the engine, as will be explained. As in the case of the piston-rod, the parallelism of the valve-spindle is maintained by means of the links o o, arranged as in the common parallel motion of stationary engines. The radius rods are at- tached to opposite sides of a small framing consisting of two columns, fixed on the cover of the valve casing, and having their entablature p of a semicircular form to allow the cotters of the cross-head links to pass when the engine is in action. The condenser and its appendages.— The condenser U and the lower exhaust passage T' T' are cast of a piece with the sole-plate. Two strong eyes are cast in the sides of the condenser to receive the main centre-shaft M', which passes completely through it. In the top is an opening for the upper exhaust passage TT, the vertical part of which is cast of a piece with the hot-well X. This also rests upon the condenser, but is separated from the interior by an inflected partition. The cold water for effecting the condensation of the steam which passes into the condenser by the exhaust ports, when the engine is in action, is admitted by an injection-pipe. This pipe passes through the side of the vessel and communicates with the water without; but in order to regulate the supply a valve is placed in the pipe, close upon the condenser; its position is marked by v in the plan of the sole-plate. The face upon which the slide works is formed on the side of the condenser at v, over which the casing is fixed. The mode of working the valve is by a small brass spindle which rises through a packed stuffing-box in the cover of the casing; this is attached to a long lever passing to the opposite side of the engine, and which can be more or less depressed at pleasure, to allow of a larger or smaller supply of injection. The part of the pipe within the condenser, passes completely across, and is perforated with numer- ous small holes to diffuse the water more completely in the body of the condenser, and thereby render i more effective. To prevent the water from passing into the lower exhaust, passage. a shelf is 342 MARINE STEAM-ENGINE. attached over the opening, which, throwing the water over the edge of the partition into the body of the condenser, prevents it from accumulating in the passage, and at the same time renders the water o. more avail than if it had been allowed to strike against the side of the condenser. The air-pumps and valves . — The condenser communicates at bottom by a valve, called the foot- valve, with the air-pump V, the barrel of which is 44 inches, clear of the sole-plate, thereby leaving space for a body of water to enter it from below. The barrel of the pump is bored and lined with a thin cylinder of brass turned to fit within it. A strong flange is cast round it at 11 inches from its lower end, which is fitted water-tight, and bolted to the margin of a circular opening cast in the upper division of the sole-plate, for the reception of the lower end of the barrel, as shown in the section, and also in the plan of the sole-plate. The bucket consists of a ring connected to the eye at the centre, into which the rod is fitted by four arms. The under side of the ring has a flange cast upon it of one inch breadth, between which and the projecting ledge of the junk-ring, bolted on the upper side, a packing of hemp is retained. But before applying this packing, both the flange and the junk-ring are turned to work easily in the barrel. The pump-rod is sheathed also with brass, to prevent corrosion by contact with the water. To apply this sheathing, the rod, which consists of malleable iron, is first roughly turned ; it is then thoroughly cleaned and taken to the brass foundry, where the covering of brass is cast upon it, of somewhat more than the required thickness. It is again put into the lathe and turned to the requisite diameter. The rod, which thus possesses all the advantages of strength and diminished liability to corrosion, is retained in the tapered eye of the bucket by a cotter, and passes through a packed stuffing-box in the cover of the pump. The bucket-valve is of that kind technically known as the pot-lid valve, in contradistinc- tion to the butter-fly valve, which consists of two hinged flaps. The pot-lid valve consists of a circular plate, which slides vertically on the pump-rod by means of a bored eye at its centre ; the plate is strengthened by ribs radiating from the eye, and terminating in a narrow ring on its circumference, which is faced, and fits water-tight upon the similarly faced edge of a ring projecting round the plane of the bucket. To understand the action of this valve it is only necessary to conceive the under part of the barrel to be filled with water, and the bucket to be forced to descend in it ; it is then obvious that the water passing between the arms will meet the under surface of the valve, and prevent it descending with the bucket ; for being inelastic, and also being prevented from returning into the condenser by the foot-valve, it must force a passage at the least resisting point ; but the only resistance which the valve offers being its own weight, the water will bear it up and force a passage at its circumference, over the ring of the bucket, and will continue to ascend relatively in the barrel so long as the bucket continues to descend ; but when the bucket has attained the lowest point of the stroke and begins to return, then the valve, being of greater specific gravity than the water, will shut by its own weight, and will carry whatever water is above it to the height of its own ascent. The water thus carried up is ejected by the valve called the discharge-valve, into the hot-well X, so called because the water thus thrown into it by the air-pump, being that employed in condensation, has its temperature proportionally increased. It may be observed that the bucket and valve are of brass, as are also spindles which form their axes. The box-framings of these valves are formed of cast-iron, faced with brass, and fitted water-tight into their seats, where they are each retained by two long copper keys, one at each side, inserted from above before the covers are put on. The covers are likewise fitted water-tight and bolted down. The valves are prevented from opening beyond the requisite distance, by projecting bridges situated before them, as shown in the section. The hot-well . — -The hot-well, as already observed, is situated above the condenser. The part marked X, with the vertical part of T, of the upper exhaust passage, is formed of a single casting, fitted water- tight to the top of the condenser. In one side of the well, as shown in the section, is a rectangular recess covered b/ a door, through which admission can be obtained to the interior ; and in the side ad- jacent to that of the vessel, as shown in the elevation, is a circular opening to which the discharge-pipe Y is bolted. Through this latter the excess of water beyond that required for supplying the boilers, is discharged into the sea. The pipe consists of a single length outside of the condenser, to which it is fitted by an expansion joint, to compensate for the spring of the vessel wdien at sea ; and has also a valve in it capable of opening outwards, but which being shut resists the pressure of the water inwards. An air-vessel Z is placed over the hot-well and fitted to it air and water tight. The object of this vessel is to create an elastic pressure by means of the air contained within it, to assist in ejecting the water through the di«charge-valve should the hot-well from any cause become surcharged. The pressure thus brought into action by continuing to increase with the exigency of the case will, under all ordinary circumstances, prevent accumulation of water in the well to any detrimental extent. Feed and bilge pumvs. — The same cross-head u by which the air-pump is worked, serves also to work two other pumps of smaller dimensions. These are the feed-pump, by which water is supplied from the hot-well to the boilers, and the bilge-pump, by which leakage water is withdrawn from the hold of the vessel. These are very nearly identical in construction with the bilge-pump. The barrel is formed of cast-iron, but the plunger, which is made hollow for the sake of lightness, is formed of brass. It is connected to the cross-head by a cotter, a portion of the end being made solid for that purpose. This pump communicates with the hot-well by a pipe projecting from the side of the barrel, a portion of which is shown in the general elevation, where it is marked W. The feed-box is bolted upon the side of the part of the hot-well formed in the condenser, at the position marked w' in the plan of the sole- plate, by square flanges upon the face. In the side of the hot-well are two square holes corresponding to the two openings in the feed-box, and these being made to coincide, the pipe from the feed- pump is attached to the lower of the two circular openings in front of the box corresponding to the lower of the square openings, and the upper communicates by a copper pipe with the boilers. This MARINE STEAM-ENGINE. 343 connection being effected, and a clack-valve, opening towards the pump, being placed in the lower division of the box, and a similar valve, opening reversely, being placed in the upper division, if the plunger be made to ascend in the barrel of the pump, leaving a corresponding space unoccupied, the water will flow from the hot-well, by its own gravity, into the pump ; but on the plunger beginning to descend the valve in that division of the feed-box will be closed by the pressure of the water tending to return to the hot-well, and consequently will be forced through the upper valve, and along the feed- pipe, to the boilers. But if more water be drawn by the pump than is required for the boilers, it is simply ejected through the valve in the upper division of the box, and thus returned to tire well. The pressure of water in the box is maintained by a loaded conical valve placed on the top : this can be adjusted at pleasure to suit the pressure of steam in the boilers. Instead of being guided by parallel-motion bars, the pump cross-head is restricted in its vertical path by two guide-rods vv attached to the flanges of the feed and bilge pumps at their lower ends, and to the diagonal framing above ; these pass through bushed eyes in the cross-head which is thus confined at the same time that it slides freely upon the rods in its alternating ascent and descent. The cross-head is connected to the side-levers by the rods 1 t, which are formed with solid bushed eyes at their upper ends, and with butts and straps at their lower extremities. Shifting-valve . — The bottom of the air-pump well communicates by a pipe with a small conical valve, which is technically called the snifting-valve. This valve is kept shut by a screwed pin passing through a malleable iron bridge made fast upon the mouth of the pipe. To the side of this pipe, above the valve, is cast a small return branch, by which the water passing through the valve is carried off. The use of this valve is to admit of the escape of the air within the condenser, air-pump, and steam- passages, on starting the engine, and before these have been filled with steam. When about to start, the pin is simply unscrewed by hand, to permit the valve to rise and allow the air and water to escape, and give place to the steam, which now flows onwards from the valve-casing, occupying all the passages and condenser, and finally begins to issue by the valve itself. Blow-through valve. — This valve is situated at the position marked u' in the plan of the sole-plate. It is placed in a chest fixed upon the steam-valve casing at the lower end, and has two openings, one above and the other below the packing port. The valve itself is placed between these two apertures. This valve is used simultaneously with the snifting-valve, to allow the steam to fill the passages and condenser, when preparing to start the engine, and thereby to displace the air and water which may be lodged in them, through the snifting-valve. Priming-valves. — These are two small valves, situated in the steam-ports of the cylinder, and are called priming-valves from their being intended to discharge any water carried over into the cylinder with the steam, and which is technically termed priming. These valves are kept shut by springs acting against them externally, and of such strength as to resist the ordinary pressure of the steam ; but should water lodge in the passages, owing to its non-elastic properties, it will be ejected through the valves by the action of the piston tending to compress it. Expansion geer . — The expansion geer consists of an apparatus by which the amount of steam admitted during a stroke of the piston can be diminished at pleasure, when it is not required to work the engines to full power. The first part of the apparatus consists of a cam with five faces fixed on the crank-shaft, as shown in the elevation and plan of the engine. These faces are of different lengths, giving five different degrees of expansive action. They are so formed that the friction roller on the end of the lever w, and bearing against any one of them, is thrown forward through the same space ; but the time of action varying as the length of the face, the effect will depend upon the particular face in contact with the roller ; and this, according to its distance from the frame, may be made to bear against either one or other of the faces. The position of the roller, and consequently of the lever to which it is attached, is regulated by a screw and nut ; the last is formed in the back lever x, which is forged of a piece with the weighted lever, and has a long hollow boss working on a stud fixed in the framing. The screw has a handle upon the projecting end, which being turned causes the lever w to advance or recede upon the boss of the double lever on which it slides by a sunk key. The roller is kept against the face of the cam by the action of the weighted lever ; the weight tending to de- scend and carry the lever with it, causes the opposite lever to press upwards against the face of the cam. The lever x is connected by a joint with an adjustable rod, carried forward to the lever y, which is fast upon a cross-shaft supported by two small columns on the flange of the expansion chest, marked Gr- in the elevation. On the same shaft is keyed the double-ended lever y', one end of which is connected, by flexible links, with the spindle of the expansion-valve, which is of the kind known by the name of equilibrium valves. The opposite end of the lever y' communicates by a rod 2 with an arrangement cl levers attached to the side of the condenser, by which the apparatus can be thrown into geer and disengaged at pleasure. Thus the end of the crank lever z' being moved to the right, the rod 2 will be drawn down, and with it the end of the horizontal lever y' to which it is attached ; but the lever y' being fast upon the same axis as the vertical lever y, this lever will be thrown back, and at the same time the lever x, with which it communicates ; and again the lever x being fast upon the same axis as the lever w, this last will be projected forward, and the roller thrown out of contact with the cam, and the engine will receive the full supply of steam. Action of the engine. — To bring the engine into action, the steam is allowed free admission into the valve-casing by the steam-pipe G G, leading from the steam-chest over the boilers. To prevent the pipe being injured by expansion, arising from the variations of temperature to which it is liable, it is pro- vided with expansion-joints which allow the ends to slide upon each other, and thereby maintain the same aggregate length between the two extremities. It has also a valve, called the throttle-valve, placed in it to regulate the supply of steam, and to cut off the communication between the boilers and the casing when necessary. The valve is placed close to the junction of the pipe with the casing; it is 344 MARINE STEAM-ENGINE, simply a disk of the same diameter as the inside of the pipe, -with a rectangular eye cast in it to receive the spindle upon which it works. The steam-ports of the cylinder being both shut by the valves, and the blow-through and snifting- valves open, the steam is allowed to pass into the valve-casing by opening the throttle-valve, partially at first, which fills the steam-passages and condenser, driving the air and water before it. When this has been accomplished, and steam alone issues by the snifting-valve, the blow-through valve is closed, and the injection-valve is opened ; the cold water now rushing into the condenser effects the conden- sation of the steam with which it was filled, and creates the desired vacuum. The eccentric-rod l being out of geer with the crank upon the traverse-shaft m, and a long lever, as before described, being applied to the starting-shaft S, the steam-valves are raised until the under port communicates by the passage with the condenser, and the upper port with the interior of the valve-casing, now full of steam, which, in consequence of this disposition, will flow into the cylinder above the piston and force it to de- scend. The next operation is to reverse the pressure upon the starting-lever and thereby to reverse the position of the valves, shutting off the communication of the upper port with the casing, and opening it to the condenser, at the same time that the communication of the lower port is cut off from the con- denser and opened to the interior of the casing. This being done the steam will flow from the cylinder into the condenser, and encountering there a shower of cold water from the injection-pipe, will be con- densed, and a vacuum thereby formed in the cylinder above the piston. By that means the pressure over the piston is removed, and the steam flowing into the cylinder beneath it, forces it to ascend to the top of the cylinder. But the piston being connected by the cross-head and side-rods, with the side-levers, carries these with it in its ascent and descent, through an arc, whose chord is equal to the length of the stroke of the piston ; and the side-levers being connected at their opposite ends by means of the cross-tail and con- necting-rod, with the crank, the motion of the piston is thus transferred to the crank-shaft, and through it to the paddles, which are fast upon its extremities. After two or three strokes of the piston the moving parts will have acquired a certain degree of mo- mentum, and this is taken advantage of to render the engine self-acting. The crank-shaft being in motion, if the eccentric-rod l be thrown into geer with the traverse-shaft, exactly the same effect will be produced upon the valves as by the lever applied to the starting-shaft S ; for by the alternating thrust and pull of the rod, communicated to it by the eccentric R, the crank of the traverse-shaft will be made 1o describe a certain portion of a revolution, proportional to the eccentricity of the eccentric, and the valve lever n being fast upon that shaft, the valves must consequently ascend and descend regularly with the revolutions of the crank-shaft ; and these revolutions are performed uniformly with the alter- nating ascent and descent of the piston. The water is drawn out of the condenser by means of the air-pump with the same regularity ; for the air-pump cross-head being worked by the side-levers, it will move simultaneously with them ; the feed- pump being also attached to the same cross-head, the boilers will be furnished with water in proportion to the speed of the engine, and consequently in proportion to the quantity of steam used. Literal references. A, the sole-plate of the engine. a a a, holding-down bolts by which the sole-plate is fixed to the keelsons. B, the crank framing. b b. spring-stays of the crank framing which work between face-plates on the paddle-beams. C, the diagonal framing. cc, stay-rods connecting the framings of both en- gines. I), the parallel-motion framing. d d , flanges by which the diagonal framing is bolted to the cylinder. E, the steam-cylinder. F, the steam-valve casing. G, the steam-pipe and expansion -valve chest. H, the steam-piston rod. I, the cylinder cross-head. J J, the cylinder side-rods. K K, the radius-bars of the piston-rod parallel motion. ff the radius levers of the parallel motion. e/ g, pinching-screws for adjusting the ends of the radius-bars. L, the parallel-motion shaft. h, the parallel-motion side-rod attached to the lever f and to M M, the great side-levers of the engine. M', the main centre. i i, bosses at the centres of the side-levers, through which pass the keys for tightening the bearings. X, the connecting-rod. 0, the cross-tail of the connecting-rod. j, the cross-tail links. P P, the cranks. Q Q, the crank or paddle shaft. R, the eccentric for working the valves. l, the eccentric-rod. m, the traverse or valve shaft. n, the valve-lever. o, small parallel-motion for the valve-spindle. p, a small framing to which are attached the ends of the radius-bars of the valve parallel- motion. q, the back balance or counter weight of the valve. r, the back balance or counter weight of the ec- centric. s s, levers by which the valve counter weight is attached to S, the starting-shaft. T and T', the upper and lower exhaust passages. U, the condenser, cast of a piece with the sole-plate. V, the air-pump cylinder, lined with brass. 1 1, the air-pump side-rods. u, the air-pump cross-head. v, guides for the air-pump cross-head. W, the feed-pump. X, the hot-well. Y, the discharge-pipe. Z, the air-vessel. u’, (in plan of sole-plate) the part of the sole-plate to which the blow-through valve is bolted. v', (in plan of sole-plate) a projection on the conden- ser, to which the expansion-valve casing is bolted MARINE STEAM-ENGINE. 345 •o', (in plan of sole-plate) the part of the hot-well to which the feed-chest is bolted. w, the movable lever of the expansion-geer. x, the fixed lever of the expansion-geer. y y' y\ additional levers for working the expansion- valve. American Marine Steam-Engine . — Section and details of the engine of the United States Mail Steamer Pacific, built at the Aliaire Works city of New York, after the design of C. W. Copeland, Esq Details. Fig. 2717, longitudinal section of engine. Fig. 2718 shows a plan of the bed plate. Fig. 2719, a longitudinal projection. Fig. 2720, a transverse section, vertically of the bed-plate and condenser through the centre of the side-lever shaft bearing. Fig. 2721, transverse section of bed-plate through the centre of the sockets, for the support of the pillow-block columns. Fig. 2722 shows a vertical elevation of steam cyl- inder. Fig. 2723, plan. Fig. 2724, a vertical elevation of the air-pump. Fig. 2725, plan. Fig. 2726 shows a longitudinal projection of side- lever. Fig. 2727, plan. Fig. 2728, a vertical section through steam piston. Fig. 2729, sectional plan. Fig. 2730, side elevation of outboard pillow-blocks. Fig. 2731, plan. Fig. 2732, plan of reservoir. Fig. 2733, end projection. Fig. 2734, side elevation. Fig. 2735, vertical section through man-hole open- ing- Fig. 2736, longitudinal projection of main pillow- block. Fig. 2737, plan. Fig. 2738, section through socket for column. Fig. 2739, vertical projection of air column. Fig. 2740, plan. Fig. 2741, front view of upper steam-chest. Fig. 2742, end view of upper steam-chest. Fig. 2743, front view of lower steam-chest, with side-pipes attached to upper chest. Fig. 2744, end view of lower steam-chests. Fig. 2745, vertical section through air-pump cover. Fig. 2746, plan. Fig. 2747, vertical section through air-pump bucket and valve. Fig. 2748, plan. Fig. 2749, vertical section of cylinder top and false cover. Fig. 2750, plan. Fig. 2751, side view of cut-off eccentric. Fig. 2752, end view. Fig. 2753,. side view of steam eccentric. Fig. 2754, end view. Fig. 2755, vertical elevation of force-pump. Fig. 2756, vertical section. Fig. 2757, plan. Fig. 2758, vertical elevation of bilge-pump. Fig. 2759, plan. Fig. 2760, elevation of force-pump plunger. Fig. 2761, side projection of force-pump chest. Fig. 2762, plan. Fig. 2763, front view of bonnet to close over opening to adjust valves. Fig. 2764, end view. Fig. 2765 plan of bilge-pump chest. Fig. 2766, longitudinal projection. Fig. 2767, end elevation. Fig. 2768, plan of bonnet. Fig. 2769, end view of bonnet. Fig. 2770, plan of bilge-pump plunger. Fig. 2771, vertical section. Fig. 2772, side view of centre-bearing for water- wheel shaft. Fig. 2773, plan. Fig. 2774, water-wheel shaft. Fig. 2775, centre water-wheel shaft. Fig. 2776, side view of driven crank. Fig. 2777, plan. Fig. 2778, side view of driving-crank. Fig. 2779, plan. Fig. 2780, parallel-motion shaft. Fig. 2781, end view of parallel-motion arm. Fig. 2782, plan. Fig. 2783, side view and plan of air-pump rods. Fig. 2784, side view and plan of radius rods for parallel motion. Fig. 2785, side view and plan of parallel-motion connecting-rod. Fig. 2786, pillow-block columns. Fig. 2787, side elevation of bush for driven crank. Fig. 2788, plan. Fig. 2789, vertical elevation of cross-tail, with side- lever links attached. Fig. 2790, plan of cross-tail. Fig. 2791, end view of side-lever links. Fig. 2792, plan. Fig. 2793, vertical projection of cylinder cross-head. Fig. 2794, plan. Fig. 2795, piston-rod. Fig. 2796, side view of side-lever shaft, with washers on the ends. Fig. 2797, end view. Fig. 2798, side view and plan of main connecting- rod. Fig. 2799, side view and plan of cylinder side- links. Fig. 2800, side view and plan of cut-off eccentric- rod. Fig. 2801, side view and plan of steam eccentric- rod. Fig. 2802, vertical elevation of air-pump cross-head. Fig. 2803, plan. Literal References to Fig. 2717. A, the bed-plate, upon which the engine stands. B, the cylinder bottom, cast upon the bed-plate, in which is the lower steam opening. C, cylinder. D, steam piston. E, piston-rod. F, cylinder cross-head, attached to the piston-rod, and also to the side levers, by two side-rods. G, cylinder side-rods. H H, upper and lower steam-chests, in which are fitted valves for the induction and eduction of steam to and from the cylinder. 346 MARINE STEAM-ENGINE. 1 1, steam-valves. J J, valve-stems, on which are keyed the steam- valves. K, parallel-motion shaft and standard. L, lifting-rods, for lifting steam and exhaust valves, worked from an eccentric on the water-wheel shaft. M it, steam-toes, keyed to the lifting-rod. N N, feet for lifting -rod, attached to the rock- shaft. O, steam and exhaust side-pipes. P, foot-valves and seats. Q, condenser, cast upon bed-plate. R, side-lever shaft, passing through and firmly keyed to condenser. e e, pillow-block columns, keyed into sockets cast upon the bed-plate. /, pillow-blocks for water-wheel shafts. g, cranks. h, main connecting-rod, connecting cross-tail and crank-pin. i, cross-tail, attached to the side-levers by two short links, also the main connecting-rod. j, main-braces from pillow-blocks to cylinder. k, steam-valve lifters, keyed to the lifting-rods. l, parallel bar for parallel motion. m, parallel motion connecting-rod n, eccentric-rod. o, guide-rod for air-pump cross-head. p, brace from pillow blocks to bed-plate. S, side-levers. T, hot-well. U, injection-pipe. V, connection, from exhaust-pipe to condenser. W, air-column, to receive the air arising from the waste water, thereby facilitating its discharge. X, air-pump. Y, air-pump piston. Z, air-pump rod. a, air-pump cross-head. b, delivery valves and seats. d, force-pump chest. q, injection-valve. r, centre-bearing for rock-shaft. s, brace from cylinder to bed-plate. 1 t, cross-beams for pillow-blocks. u u, studs and transverse braces. v, nuts for securing pillow-blocks to columns. w, bolts for holding down pillow-block caps. I x Xy studs between columns and bolts, running trans- j versely through each set. y, braces from pillow-blocks to bed-plates, in the centre of each and between engines. Zy snifting-valve. I ’ ° MARINE STEAM-ENGINE. 34? 2 ? 21 . 348 MARINE STEAM-ENGINE. MARINE STEAM-ENGINE. 341 ) 350 MARINE STEAM-ENGINE. 5J77II. MARINE STEAM-ENGINE. 351 0 01 F'PM ' ii rq CO G 1 Cl l^ffj 352 MARINE STEAM-ENGINE. urn fLJIIL » 2794 MARINE STEAM-ENGINE. 35S w "i t 1 ; ; i Yol. II. — 23 354 MARINE STEAM ENGINE. Engines of the Golden Gate. Plate II. is the front elevation, and Plate III. the side elevation an« section through air pumps, a main shaft, b crank-pin, cccc cylinder; d trunnions on which the cylinder oscillates to accommodate itself to the motion of the crank ; e stuffing box on the cylin- der-head. This is made as long as practicable, to give as much bearing as possible for oscillating the cylinder, f f belt-passage connecting the trunnion with gg side-pipe, hli valve-stems, connect- ing with the balance puppet-valves in Hi valve-chests. The lower valve on the right or steam side is concealed by j j j j, air-pump; the air-pump bucket is provided with India-rubber valves, and is worked by k, crank on the intermediate shaft. I III, condenser : there are two condensers and two air- pumps ; they are located between the cylinders and inclined towards each other, one only being repre- sented. The passage f f, together with the side-pipes, valve-chests, and appurtenances, are fixed to the cylin- der, and oscillate with it, the steam being received through one trunnion and allowed to escape to the condenser through the opposite one. m is an injection-cock admitting the water upon a scattering plate in the condenser. These are the first oscillating engines to which balance puppet-valves have ever been applied ; and the constructors, Messrs. Stillman & Allen, deserve great credit for successfully carrying out so decided an improvement. The valves are worked by the toes o o in the usual manner. The rock-shafts p p receive motion partly from the movement of the cylinder, and partly from the eccentric. Levers are permanently attached to the trip-shafts qq, the ends of which work in a slotted piece curved to the centre of the trunnion. This piece is guided, as represented in the engraving, by vertical rods sliding in bushes attached to the fixed framing, and is connected by a rod to the starting lever r, all the levers for working by hand being so balanced, that the engineer with one hand can work the engine up to the usual speed. The cut-off valve is placed outside the trunnion, and is a balance puppet-valve, worked by the ordinary cam motion, and so arranged as to act either as cut-off or throttle, or both, the levers being placed within reach of the engineer when working the engine. The Golden Gate has four return tubular boilers — two forward and two aft of the engines. They are placed at the sides of the ship, leaving room for the fire-room in the centre. The furnaces are conse- quently athwart-ships instead of ranging fore and aft as usual. The Illeiois, plying between this city and Chagres, the John L. Stevens, the Augusta, plying between this city and Savannah, the Republic, the Agnes, a vessel constructed for the Spanish government in 1850, the Arago of the Havre line, the Adriatic of the Collins line, are among the American examples of paddle-wheel steamers fitted with oscillating engines. The Golden Gate is of the following principal dimensions : Length on deck, 265 feet ; beam, 40 feet ; depth of hold, 22 feet; tonnage, 2030 tons; diameter of cylinders, 85 inches; stroke, 9 feet; average revolutions, 18^; average pressure in boilers above atmosphere, 12 lbs. ; cut-off from commencement, 3 feet ; amount of fire surface, 1 2,052 square feet ; tube surface, 8396 ; grate surface, 367 ; calorimeter of tubes, 61f feet; paddle-wheels, diameter 31 feet; length of paddle, 12 feet; depth, 24 inches; num- ber of paddles in each wheel, 30. Sorrows ’ Double Acting Reversible Rotary Steam Engine. — Arranged for working steam expansively. Plate IV. is a perspective view of two cylinders or engines fixed on one shaft for the expansive work- ing of the steam. The cylinders are of equal diameter but of unequal length. The steam^s first ad- mitted to the smaller; after doing its work in which, the greater part is admitted at a lower pressure to the larger cylinder. In this respect, working the steam through two engines, it somewhat resembles the well-known Woolf engine, but with this difference, that the steam is taken from the first engine at such a point that it exerts no back pressure. This will be understood by examining Plate V., which repre- sents a vertical and horizontal section of the smaller engine only. The larger engine resembles this, except in having but four instead of eight pistons, or leaves, and in having no outlets for the steam at the top and bottom, as in the smaller. c is a pedestal of cast iron on which the cylinder rests, forming the whole of the frame of the engine ; a is the cylinder, whose inner periphery is turned perfectly true, and whose ends are closed by heads d d, in each of widen heads is a groove h h, the form of which is best shown in fig. 5 by dotted lines, being that of a circle with segments cut off on opposite sides, leaving only two-fourths of its circum- ference. On opposite sides of the cylinder are abutments n n , cast upon the steam-heads m m ; on either side of which abutments are quadrangular openings 1 1', u v! , connecting with the double three-way cocks qq. To the inside of the cylinder is fitted the steam- wheel ee ee e'e'. The ends of the steam-wheel are formed of two plates ee, ee, of a diameter equal to the interior of the cylinder, and secured by bolts ii, to a ring e'e' of less diameter, which forms the bottom of the channel f, in which the steam acts. Its axle j passes through boxes in the cylinder ends, packed with metallic packing, and lined with anti- friction rollers. The rollers may, no doubt, be omitted in practice, as a refinement of little use, if not positively productive of derangement. The peripheries of the two plates ee, ee, forming the ends of the steam-wheel, are made to fit steam-tight to the interior of the cylinder, by means of metallic packing- rings let into the interior of their flanges as represented. The abutments n n are packed with metallic packing o to the bottom, and p to the sides of the channel/'; the packing-pieces o and p being dove- tailed together, so that p will slide with o, but at the same time slide outwards, independently of it as they wear. The steam acts in the passage f upon 8 slides or leaves g g, which we will term pistons, which revolve with the steam-wheel, but are capable of sliding to or from the centre through slots in the ring ee. It will be seen that the sides of the channel f are formed by the plates ee, before described, so that the channel is, in fact, wholly sunk in the rim of the steam-wheel. The pistons are made a little wider than ‘-he channel, and partially supported by shallow radial grooves on the inside of the plates ee. The p' it ms are packed on their edges both to the inner periphery of the cylinder and to the grooves «i the sides of the channel/'. This packing is shown on the right hand of fig. 2, Plate V., in section, the section being taken through the centre of the piston, and exhibiting the end and side packing dovetailed MARINE STEAM ENGINE. 355 loosely together in the same manner as already described in the packing of the abutments. The slots through which the piston slides are also packed, as represented in fig. 1. All the packing pieces are kept to their work by small helical springs at their hacks. From the inner edge of each piston at each side, a square stud V projects through a radial slot f ', in the plates ee, and at the end of each stud is a pivot 60 x $■]. Any one may read- ily calculate the effect of any other ratio between the cylinders, or of any other initial pressure than 00 lbs. The inventor prefers a second cylinder of about twice the capacity of' the first. A considerable advantage to be derived under some circumstances from the existence of two engines, is the possibility of using both for a few minutes on any extraordinary occasion, under full pressure, by connecting each directly with the boiler. In Plate IV., a represents the first and b the second engine. Under ordinary circumstances, the stop-valves c and d being open, the steam from the boiler would be admitted through e into a alone, after working through which, a portion would pass over through the stop-valve d into the cylinder b. Should occasion require an extraordinary effort, the valve d may be closed and e opened, thus shutting the communication between the engines, and opening each to the full 356 MARINE STEAM ENGINE. pressure of steam from the boiler. Both might be thus worked so long as the boiler could generate a sufficient supply of steam. Compound Engines of the Steamship Thorwaldsen (Plate VI.), constructed by Messrs. Oswald & Co., of Sunderland, Eng. The engines are of the overhead cylinder type with an intermediate receiver, the cylinders — not steam jacketed — 51" and 86" in diam., with a stroke of 3 ft. 6”. The inter- mediate receiver surrounds the high-pressure cylinder, and is of the same capacity. The valve-chest of the high-pressure cylinder is situated at the forward end of the engines, that for the low-pressure cylinder between the cylinders. The valves of both cylinders are double-ported, that for the high- pressure cylinder being equilibrated by a ring at the back. High-pressure cylinder. Feet. Inches. Low-pressure cylinder. Feet. Inches. Length of ports, . 2 6 Length of ports, . . 5 0 Width of steam ports, . 0 3» L Width of steam ports, . 0 “ exhaust ports, .- 0 9 “ exhaust ports, . 0 91 The maximum travel of the valves is in each case 8", and each of the valves has its weight counter- balanced by the pressure of the steam acting on an 8-inch piston working in a balance cylinder. Besides the stroke of main valves being adjustable by means of the link motion, the high-pressure cylinder is fitted with a separate expansion-slide which works on a face at the side of the main valve chest, and which has an adjustable travel. Eor starting the engines, or moving them by hand, small supplementary slide-valves are provided, at the front of the cylinders, moved by hand-levers. By means of one of these slides steam can be admitted direct to the low-pressure cylinder. Between the exhaust-pipe and the low-pressure cylinder a chamber is interposed, fitted with an injection-pipe, to form a feed-heater by which the temperature of the feed is raised to about 160°. The circulating pump is driven by a prolongation upward of the air-pump rod, both pumps being actuated by back levers connected to the crosshead of the low-pressure cylinder. To the air-pump crosshead are also connected the feed and bilge pumps, these pumps having 6^-incli plungers, and stroke 1 ft. 9". The air-pump is single-acting, and has a diameter of 36". The piston-rods are each 8" diam. below the piston, and they are continued upward, working through stuffing-boxes in the top cylinder-covers. The crosshead gudgeons are 10J-" in diameter by 11" long, and the guide-blocks are 15" wide by 2 ft. 5" long. The connecting-rods are 7 ft. 9" long, and the crank-pins have bearings 13|" long by 13^-" diam. The diameter of the crank-shaft is 13^-" throughout, with 4 bearings, and each 18 inches long. The thrust bearing has 9 collars placed l£" apart, these collars being each thick and 15" diam. outside. The diameter between the collars is 12". The intermediate shafting is 12" in diam., with bearings of the same diameter, and 12' long, while the propeller shaft is 12J" diam., and the lignum- vitm bearings are 14j" diam., and 2 ft. 7" and 3 ft. 10" long respectively. The propeller is 16 ft. 6” in diameter, and from 18 feet to 22 feet pitch. The boss is 4 feet in diameter, and it has four arms, each with an area of 14 square feet. The engines are supplied with steam by four boilers, each 12 ft 3" diam. by 10 ft. 6" long. Each boiler contains three furnaces, each 3 feet in diameter. The grates are 6 ft. 6" long. The boiler- tubes are of brass and are 3§" diam. by 7 ft. long. The chimney is 8 ft. in diameter, and the safety- valves, which are eight in number, have each a diameter of 4j". The main steam-pipe is 13", the waste steam-pipe 114”. The main feed and bilge pipes are 4j inches in diameter. Marine Engines , by Mr. J. Hall, Munich, for the tipper Danube. Fig. 2804 is a side elevation of one of the engines, with boiler and paddle-wheel, as fitted in the vessel. Fig. 2805 is a corresponding trans- verse section through the vessel, showing both engines, with various parts in section. The view oi: the right of the centre line represents sections through the paddle-box, air-pump, feed-pump, crank shaft journals, condenser passage, and the barrel of the boiler — the cylinders not being shown. On the left, the air-pump and paddle-wheel are in elevation, the cylinder being in section through its exhaust passage, as in connection with the blast-pipe. Figure 2806 is a plan of the combined engines, one being in hori- zontal section. The boiler and the fire-box A B, are constructed just as in a locomotive. At C C are two parallel frames of double boiler plate, filled in with timber, running along the boiler, and riveted fast to it. D D are t-wo similar frames, standing up from the bottom of the boat ; and these four lines of framing carry, at one end, the four inner journals of the paddle-shaft, and at the other the pair of steam cylinders E E. The steam is admitted in the usual way by a regulator in the dome, through the pipe F, to the steam-chest G. The expansion-vale spindle H, has a right and left-hand screw at 1 1, each screw having a plain cut-off slide, commanding the steam ports J, leading into the second steam- chest K, and fitted with piston-valves worked by the spindle L The cut-off spindle H, is worked by the outside eccentric M, the rod of which is linked to it direct. The variation in the expansion is ef- fected by the light shaft N, passing alongside the engines to the engineer’s hand, and having a bevel pinion O, gearing with a similar pinion P, on the transverse shaft Q, passing across between both en- gines. In this way the shaft N, commands the valves of both engines through the two pairs of bevel pinions B R — the result of turning the shaft N to the right or left being to expand or approximate the two cut-off-slides by the right and left screws, and thus increase or diminish the degree of expansion without affecting the lead. The cylindrical, or piston-valve chest, has three valves S T and U, on the same rod V ; and, as represented in the horizontal section, the engine is upon its bottom centre, and steam is entering between the valves U and T ; the valve U being on the point of opening to admit steam to the cylinder — the waste steam of the previous stroke having escaped by the opening cast in the middle of the cylinder, and through similar recesses formed in the valve T, into the blast-pipe W. Mow it is to be remembered that the valve U must travel downwards until its port leading into the cyl* MARINE STEAM ENGINE. 357 inder is full open ; and, as the whole three valves are on one rod, as U is opening to admit steam to the cylinder, T is closing the communication between the cylinder and the blast-pipe. So soon as the ports’ 1 i =P 5 H to the blast-pipe — which are only half the width of the valve — are closed, the other valve S opens, and the remaining vapor escapes through the pipes X, cast on the steam-chest, to the pipe Y, leading to the condenser Z. As the expansion at each stroke commences at the face of the cut-off slides, whatever amount of steam may be in the piston-valve chest at the time is also expanded; therefore, to diminish this amount as much as possible, two additional pistons S' S', are fitted upon the valve-rod, for the pur- pose of displacing the steam which would otherwise collect at each stroke in the valve-chest.. The air- pump a, is of the ordinary construction : it is bolted on to the condenser, and is worked by the same ec- centric which works the expansion valves. The piston steam-slides, S T and U, are worked by the back and forward eccentrics b b, through the reversing link c. The backward eccentric also works the feed- pump d — the feed being taken from the hot well, whilst the remainder runs to waste by the pipe e. The steam is admitted to the cylinder when the piston is on the centre, and is allowed to escape tc 358 MARINE STEAM ENGINE. the eduction-port or blast-pipe when the piston is lfths inch from the end of its stroke. The valve S opens to the condenser when the piston has travelled lfths inch from the commencement of its stroka — the full length of stroke being 30 inches — so that the cylinder is open to the condenser when the pu At jf and g, two cocks are placed upon the pipe Y, leading to the condenser, and these cocks are so arranged that when one is open the other is shut. The injection-pipe h, is placed between the air- pump°and the cocks f and g, so that by reversing the latter by means of the rods and levers k k , the en- gine will work with the condenser or without it. When working without the condenser, the cylinder is open to the atmosphere throughout the entire stroke, as in the common high-pressure engine, and under such circumstances, the pipe l is open to the feed-pump, for the boiler supply. The pipe m, leads to a small steam pump not seen in the drawing, and the pipe n , conveys the water from the steam pump to the boiler. The pipe o is the blow-off pipe. PL.m. MATCHES. 359 MATCHES. The contrivances in which sulphur matches were inflamed by immersion in phospho- rus (phosphorous matches) were first superseded by the so-called chemical matches, which consisted of sulphur matches, with a coating of chlorate of potash. This salt, when brought into contact with con- centrated sulphuric acid in the cold, is decomposed with explosion and the production of fire, into bisul- phate of potash, perchlorate of potash, and chlorous acid, and by the two latter (one of which is re solved into chlorine and oxygen, and the other into chloride of potassium and oxygen) inflammable matters of all kinds, as sulphur, metallic sulphurets, resin, gum, &c., are inflamed, when within the im- r icdiate reach of its action. The sulphur ends of the matches are covered with a composition of chlo- rate of potash, flowers of sulphur, colophony, gum, and cinnabar, (as a coloring matter:) on dipping this into a bottle containing asbestus, previously moistened with sulphuric acid, it quickly becomes in- flamed. These matches are now superseded by the more simple lueifer matches, which inflame with- out the aid of acid, or any thing of the kind, by mere friction ; an invention, the history of which, not- withstanding its novelty, is already lost, partly on account of its simplicity, and from the rapid intro- duction of similar processes. Lucifer matches . — These, like the last, are sulphur matches, to which a separate inflammable com- pound has been added. The primary coating of sulphur cannot be dispensed with, because the inflammable composition burns much too rapidly to set fire to the wood. The flame produced by the combustible mixture is, therefore, first communicated to the sulphur, and from it to the wood. Thu mixture at first contained chlorate of potash as an essential ingredient, and the production of fire de pended upon the power of this substance of inflaming the sulphur, phosphorus, &c., with explosion, the effect being produced even by shaking or friction. Thus phosphorus was mixed with mucilage, at a temperature of 104° F., so as to form an emulsion, to which the chlorate of potash was then added. The phosphorus was sometimes replaced by sulphuret of antimony. The operation of mixing the in- gredients in the dry state is at all times dangerous. The unpleasant noise which occurred whenever a match was inflamed, and a certain amount of danger from fire, rendered it desirable to replace the de- tonating action of the mixture by a slow combustion, and this has been accomplished in the noiseless lueifer matches. None of those compositions which inflame without explosion contain chlorate of pot- ash, but nitre and phosphorus instead ; the latter of which burns at the expense of the oxygen of the former. The general principle concerned in the action of these matches is, that substances (as phos- phorus) having a great affinity for oxygen, are mixed with a large amount of it, condensed into a small space, (in the nitre,) so that the slightest cause is sufficient to effect their combination. The peroxides of lead and manganese, which abound in oxygen, are often mixed with the nitre ; they act in the same way when they have once attained a red heat. As the thickness of the match, and the quantity of the composition upon it, must always bear a cer- tain proportion, both because the latter is expensive, and burns with a disagreeable odor, the matche ■: require to be cut by machinery, or planes constructed for the purpose ; they are thus obtained thin, suf- ficiently strong, perfectly uniform, and of an elegant appearance. Moist poplar w'ood is best suited for this purpose. The round or angular matches are dipped in bundles into melted sulphur, and then coated with the inflammable composition : sixteen parts of gum-arabic, 9 parts of phosphorus, 14 parts of nitre, and 16 of finely divided peroxide of manganese, form a good composition, which must be worked up with water to avoid danger. The mixture then forms a thick paste, into which the matches are separately dipped and then dried. Occasionally, smalt and similar matters are added, to produce certain colors, or to increase the effects of friction. After repeated trials, the inflammability of the composition has been gradually diminished to such an extent, that it only inflames when strongly rubbed against rough surfaces, but not readily by pressure or shaking, especially when the matches are preserved in closed boxes ; hence they are much less dangerous than might be anticipated. The slow combustion of the sulphur, with the emission of sulphurous acid, forms a great objection to these matches, as this gas is injurious to respiration. Matches have consequently been introduced into com- merce which have been first dipped into fused stearine, instead of sulphur ; these, however, frequently miss fire. According to Ure, the following process answers well : Phosphorus 4 parts. Nitre 10 “ Fine glue 6 “ Red ochre, or red lead 5 “ Smalt 2 “ Convert the glue, with a little water, by a gentle heat, into a smooth jelly ; put it into a slightly warm porcelain mortar to liquify ; run the phosphorus down through this gelatine at a temperature of about 140° or 150° F. ; add the nitre, then the red powder, and lastly the smalt, till the whole forms a uni- form paste. To make writing-paper matches, which burn with a bright flame, and diffuse an agreeable odor, moisten each side of the paper with tincture of benzoin, dry it, cut it into slips, and smear one oi their ends with a little of the above paste by means of a hair pencil. On rubbing the said end after it is dry against a rough surface, the paper will take fire without the intervention of sulphur. T : form lueifer wood matches, that act without sulphur, melt in a flat-bottomed tin pan as much white wax as will stand one-tenth of an inch deep ; take a bundle of wooden matches free from resin, rub their ends against a red-hot iron plate till the wood be slightly charred ; dip them now in the melted wax for a moment, shake them well on taking them out, and finally dip them separately in the • above viscid paste. When dry, they will kindle readily by friction. For the rapid manufacture of the wooden splints for lueifer matches, a patent was granted to Mr. Reuben Partridge, in March, 1842. He employs a perforated metallic plate, having a steel face, strengthened by a bell-metal back. The size of the perforations must depend on that of the desired splints, but they must be as close together as possible, that there msfy be a very small 360 MATERIALS. blank space between them, otherwise the plate would afford too great resistance to the passage of the wood. By this construction, the whole area of the block of wood may be compressed laterally into the countersunk openings, and forced through the holes, which are slightly countersunk to favor the entrance and separation of the wooden fibres. A convenient size of plate is three inches broad, six inches long, and one thick. The mode of pressing is by fixing the back of the plate against a firm resisting block or bearing, having an aperture equal to the area of the perforations in the plate, and then placing the end of the piece or pieces of wood in the direction of the grain against the face of the plate within the area of the perforated portion. A plunger or lever, or other suitable mechanical agent, being then applied to the back or reverse end of the piece of wood, it may be forced through the perforations in the plate, being first split as it advances by the cutting edges of th holes, and after- wards compressed and driven through the perforations in the plate, coming out on the opposite side or back of the plate in the form of a multitude of distinct splints, agreeably to the shapes and dimen- sions of the perforations. MATERIALS, properties of, used in the mechanic arts. The following tables show, in a condensed form, the characteristics of materials. Experiments on the direct Cohesive Powers of various Materials. Names of Materials. Cohesive powers re- duced to a sq inch rod. Experimenters. Quoted from. WOODS. Oak do do. dry English from. Beech do Alder Chestnut, Spanish - .... . Ash, very dry, from ... do Elm Acacia Mahogany Walnut Teak Poplar Fir do. Scotch Pine... Norway Pine . Larch Cedar lbs. 17.300 13,950 j 12,000 ) \ 8,000 j 17,709 11,500 14,186 13.300 ( 17,850 ) j 15,784 j 12,000 13,489 20,582 8,000 8,130 15,000 from i 6.641 to ] 4,596 from ] 13^448 \ to 1 11,000 METALS. STEEL. Cast-steel previously tilted Cast-steel not tilted Blistered steel reduced per hammer Sheer steel reduced per hammer. . IRON WIRE. Iron wire do. l-10th inch diameter do 8,506 7,818 7,287 10,224 4,973 134,256 68,110 133,152 127,632 113,077 93,964 85,797 Muschenbroek. Rondelet. Barlow. Muschenbroek. Barlow. Muschenbroek. Rondelet. Barlow. Muschenbroek. do. do. Barlow. Muschenbroek. Barlow. Muschenbroek. Barlow. Muschenbroek. do. Rondelet. do. Muschenbroek. Rennie. Brown. Rennie. do. Sickengen. Telford. Button. Introd. ad Phil. Nat. L’Art de Batir, iv. Essay on the Strength of Timber. Introd. ad Phil. Nat. Essay on the Strength of Timber. Introd. ad Phil. Nat. L’Art de Batir, iv. Essay on the Strength of Timber. Introd. ad Phil. Nat. do. do. Essay on the Strength of Timber. Introd. ad Phil. Nat Essay on the Strength of Timber. Introd. ad Phil. Nat. Essay on the Strength of Timber. Introd. ad Phil. Nat. i. do. L’Art de Batir, iv. do. Introd. ad Phil. Nat. i Phil. Trans, for 1813. Barlow’s Essays, Tredgold.; s ° ( Do. Do. Do. Barlow. Do. Do. Do. Tredgold. Do. Ebbels. Tredgold. Do. Ebbels. Girard. Do. Experiments on the Resistance of various Materials to a Crushing Force. Names of Materials. Specific Gravity. Crushing weight. 1. Elm, cube of 1 inch lbs. 1284 2. American pine, do 1606 3. White deal, do. 1928 4. English oak, do 3860 5. Portland stone, 2 inches long 805 6. Statuary marble, 1 inch 3216 7. Craigleith, do 8688 8. Chalk, cube of 1 J inch 1127 9. Brick, pale red, do 2085 1265 1 0. Roe-stone, Gloucestershire, do 1449 11. Red brick, do. 2168 1817 1 2. Do. Hammersmith pavior’s do 2254 13. Burnt do. 3243 14. Fire brick, do. 3864 15. Derby grit, do. 2316 7070 16. Do. another specimen, do 2428 9776 17. Killaly white freestone, do 2423 10264 18. Portland do 2428 102S4 19. Craigleith white freestone, do 2452 12346 20. Yorkshire paving with the strata, do. 2507 12856 21. Do. do. against strata, do : . 12856 22. White statuary marble, do 2760 13632 23. Bramlev Fall sandstone, do 2506 13632 24. Do. against strata, do 1 3632 25. Cornish granite, do 2662 14302 26. Dundee sandstone, do 2530 14918 27. Portland, a two inch cube 2423 14918 28. Craigleith, with the strata, 1^ inch cube 2452 15860 29. Devonshire red marble 16732 30. Compact limestone 2584 17354 31. Granite Peterhead 18636 32. Black compact limestone 2598 19924 33. Purbeck 2599 2528 20610 21254 34. Freestone, very hard 35. Black Brabant marble 2697 20742 - 36. White Italian marble 2726 21783 1 37. Granite, Aberdeen, Blue kind 2625 24556 3G6 MATERIALS. Of Experiments on the Stiffness of Oaf. Kinds of Oak. Specific Gravity. Length in feet. Breadth in inches. Depth in inches. Deflec- tion in inches. Weight producing the de- flection in lbs. Values of a from 40 bd?S 12 W Authorities. X -I to 2-5 i i 0-5 127 •00998 Tredgold. Do. Oak from young tree, King’s •863 2* i i 0-5 237 •0105 Oak from Beaulieu, Hants .... •616 •736 2*5 2*5 i i 1 1 0-5 0-5 78 65 ■0164 •0197 Do. Do. •625 2 i i 103 ■0240 Do. •688 o i 1 233 •0107 *0119 Do. •960 7 2 2 1-275 270 Barlow. Do. •867 7 2 9 1-07 225 •009 ■787 7 2 9 1-26 208 •0105 Do. ■948 7 2 9 150 •0193 •763 1 1 0-5 0*5 96 *0133 •755 2-5 1 1 148 •0087 •008 12-8 .3-19 3-19 \ 1-06 268 | Aubry. 6-87 5-3 5-3 ( 4-25 •433 803 7587 •0105 •005 Do. do 23'58 53 5-3 2-7 706 •0095 Do. Do. 8-52 5-06 6-22 0-709 4146 ■0013 1606 10-66 11-73 0-67 •02 1 3 Do Oak 9 1 1 0-35 149 •0117 Tredgold. Do. |Do 9 1 1 0-35 167 •0104 Experiments on the Resistance of Seasoned Oak Beams to Forces pressing in the direction of their lengths. Kind of Wood. fcO ►3 Breadth in inch. Depth in inches. Oak seasoned . ... ^ 2.125 2-126 2-126 Do 4-25 2T26 2-126 Do 6-375 2-126 2-120 Do 2-125 3-18 ST8 Do 4-25 SIS 3-18 Do 6-375 3-18 3-18 Do 2.125 4-25 4-25 Do 4-25 4-25 4-25 Do 6-375 4-25 4-25 o CD 6 3 ■~3 o O £ IT-3 ■— QJ 'o ^ Proportional elasticity. Duration of the experiments in hours. ’3 o p 3 •0787 7,856 •0006 4 15-631 •03937 13,525 •00033 6 21-296 •1181 14,119 •00032 18 19-993 •03937 11,750 •00042 8 21-060 -0787 6,298 7 r - 1 11-844 •1574 6,298 1 1 27 12-225 •1574 6,298 | 1 13565 •1574 6,298 J l 6 12-458 •1574 3,277 •00015 6 7-244 •1574 2,860 •00018 7-484 ■2361 2,750 j 5 8-492 •1574 2,750 j 7-878 •0787 34,599 •0007 27 50-958 "03937 45,168 •0006 24 50-958 •1574 20,317 •0003 29 43-639 ■1574 18,647 •00031 5 36'865 •19685 20,578 •0003 9 36-205 •27559 21,819 •00026 17 28-182 •1574 9,121 •00028 7 26-939 •19685 9,713 •00027 19 28-987 •0787 11,000 •00023 4 23-929 ■2361 10,142 •00025 18 33-048 •1574 12,746 •0002 6 36-902 •0787 61,883 •00118 11 95-262 •03937 56,691 ) 8 66-112 •03937 56,693 J 23 105-826 •0787 67,467 •00107 28 94-476 •03937 57,780 •00125 30 88-442 •03937 63,066 •00027 8 100-755 •0787 29,695 •0006 5 85-998 •0787 50,525 •00035 19 73-238 •03937 45,201 •0004 19 96-368 •1574 21,589 •00038 7 64-090 •2361 17,331 ■00047 5 59-373 •1574 IS, 517 •00044 oo 54-062 •2361 27,599 ■0003 22 65-608 ► Lamande. - Do. Do. Do. - Do. - Do. Do. ■ Do. {- Do. MECHANICAL POWERS. 3G7 On the Elasticity of various Woods, as computed by Mr. Tredgold. Kinds of Wood. English oak Beech Alder Chestnut, green Ash Elm Acacia Mahogany, Spanish Elasticity 0'0015 0-00195 0-0023 0-00267 0-00168 0-00184 0-00152 0-00205 Kinds of Wood. Elasticity = e. 0-00161 0-00118 00063 Riga fir 0-00152 Memel fir 0-00133 0-00142 000157 0-0019 MEAN. A middle state between two extremes ; thus we say, arithmetical mean is half the sum of any two quantities : as < —z — = arithmetical mean between a and b. Geometrical mean is the square root of the product of any two quantities ; that is, a b is the geo- metrical mean between a and b. MEASURE. Measure denotes any certain quantity with which other homogeneous quantities are compared. — See Weights and Measures. MECHANICAL POWERS. Power is a compound of weight, multiplied by its velocity ; it cannot be increased by mechanical means. The weight is the resistance to be overcome, the power is the requisite force to overcome that resist- ance. When they are equal, no motion can take place. The powers are three in number, viz., Lever, Inclined Plane, and Pulley. Note. — The wheel and axle is a continual or revolving lever, the wedge is a double inclined plane, and the screw is a revolving inclined plane. Lever. — When trie f ulcrum (or support) of the lever is between the weight and the power. Rule . — Divide the weight to be raised by the power, and the quotient is the difference of leverage, or the distance from the fulcrum at which the power supports the weight. Or, multiply the weight by its distance from the fulcrum, and the power by its distance from the same point, and the weight and power will be to each other as their products. Example . — A weight of 1600 lbs. is to be raised by a force of 80 lbs. ; required the length of the longest arm of the lever, the shortest being 1 foot. 1600X1 80 = 20 feet, A ns. Proof, by second rule. 1600X 1 =1600. 80X20 = 1600. Example. — A weight of 2460 lbs. is to be raised with a lever 7 feet long and 300 lbs. ; at what part of the lever must the fulcrum be placed ? 2460 7X12 84 7 — 8-2 ; that is, the weight is to the power as 8’2 to 1 ; therefore the whole length - — - — = — = 300 ’ ’ 13 1 ’ ° 8-2 + 1 9-2 9-13 inches, the distance of the fulcrum from the weight. Example. — A weight of 400 lbs. is placed 1 5 inches from the fulcrum of a lever ; what force will raise it, the length of the other arm being 10 feet? 400x15 rn IK < = 50 lbs., A ns. 120 Note . — Pressure upon fulcrum equal the sum of weight and power. When the fulcrum is at one extremity of the lever, and the power, or the weight, at the other. Ride. — As the distance between the power or weight and fulcrum, is to the distance between the weight or power and fulcrum, so is the effect to the power, or the power to the effect. Example. — What power will raise 1500 lbs., the weight being 5 feet from it, and 2 feet from the fulcrum ? 5 + 2 = 7 : 2 : : 1500 : 428-5714 + Ans. Example. — What is the weight on each support of a beam that is 30 feet long, supported at both ends, and bearing a weight of 6000 lbs. 10 feet from one end ? 30 : 20 : : 6000 : 4000 lbs. at the end nearest the weight ; and 30 : 10 : : 6000 : 2000 lbs. at the end farthest from the weight. Note. — Pressure upon fulcrum is the difference of the weight and the power. The General Rule, therefore, for ascertaining the relation of Power to Weight in a lever, whether it be straight or curved, is, the power multiplied by its distance from the fulcrum, is equal to the weight multiplied by its distance from the fulcrum. 368 MECHANICAL POWERS. Let P be called the power, W the weighty the distance of P from the fulcrum, and w the distance of W from the fulcrum ; then and P : W : ; w : p, or P Xp = WX»; 1YX» P Xp _ w. -='[>■ P Xp ~W~ w ' If several weights or powers act upon one or both ends of the lever, the condition of equilibrium is PXp-f P'Xjo' + P "Xp", or 4"3 o' = 1 to 420. In a complex machine, composed of the screw, and wheel, and axle, the relation between the weight »nd power is thus : Let x represent the effect of the power on the wheel, R “ the radius of the wheel, p “ the pitch of the screw, r “ the radius of the axle, C “ the circumference described by the power. * Thi9 is exclusive of friction, which in this machine is very great. MECHANICAL POWERS. 371 Then, by the properties of the screw, and of the wheel and axle, PXC = .r Xp; iXR=Wxr. Hence we have PXCXrXR = J'Xj)XWXr. Omitting the common multiplier, x, PXCXR = W XpXr; or P : W : : pXr : CxR, andpXr : CxR : : P : W. Example . — What weight can be raised with a power of 10 lbs. applied to a crank 32 inches long, turning an endless screw of 3£ inches diameter and one inch pitch, applied to a wheel and axle of 20 and 5 inches in diameter respectively ? Circumference of 64 = 201. 1 : 201 : : 10 : 2010. Radii of wheel and axle, 10 and 2 5. 2-5 : 10 : : 2010 : 8040 lbs., Ans. or 2-5X1 : 201 X 10 : : 10 : 8040. And when a series of wheels and axles act upon each other, the weight will be to the power as the continued product of the radii of the wheels to the continued product of the radii of the axles ; thus, W : P : : R 3 : r 3 ; or, r 3 : R 3 : : P : W, there being three wheels and axles of the same proportion to each other. Example . — If an endless screw, with a pitch of half an inch, and a handle of 20 inches radius, bo turned with a power of 150 lbs., and geered to a toothed wheel, the pinion of which turns another wheel, and the pinion on the second wheel turns a third wheel, to the pinion or barrel of which is hung a weight, it is required to know what weight can be sustained in that position, the diameter of the wheels being 18, and the pinions 2 inches ? pXr* : CXR 3 : : P : AV; or -5X1 3 : 125-6X9 3 : : 150; which, when extended, gives •5 : 91562-4 : : 150 : 21468720 lbs., Ans. Note . — The diameter of a screw is not a necessary element in determining the weight it will support, when the point at which the power is applied is given. Pullet. — When only one cord or rope is used. Rule . — Divide the weight to be raised by the number of parts of the rope engaged in supporting the lower or movable block. Example . — What power is required to raise 600 lbs., when the lower block contains six sheaves and the end of the rope is fastened to the upper block, and what power when fastened to the lower block ? 600 = 50 lbs., 1 st Ans. 6X2 — — =46-15 lbs., 2d Ans. 6 X 2-|-l or W = n X P, n signifying the number of parts of the rope which sustain the lower block. When more than one rope is used. In a Spanish burton, where there are two ropes, two movable pulleys, and one fixed and one sta- tionary pulley, with the ends of one rope fastened to the support and upper movable pulley, and the ends of the other fastened to the lower block and the power, the weight is to the power as 5 to 1. And in one where the ends of one rope are fastened to the support and the power, and the ends of the other to the lower and upper blocks, the weight is to the power as 4 to 1. In a system of pulleys, with any number of ropes, the ends being fastened to the support, AV = 2" X P, n expressing the number of ropes. Example . — What weight will a power of 1 lb. sustain in a system of 4 movable pulleys and 4 ropes ? 1X2X2X2X2 = 16 lbs., Ans. When fixed pulleys are used in the place of hooks, to attach the ends of the rope to the support, W = 3"xP. Example . — What weight will a power of 5 lbs. sustain with 4 movable and 4 fixed pulleys, and 4 ropes ? 5X3X3X3X3 = 405 lbs., Ans. When the ends of the rope, or the fixed pulleys, are fastened to the weight, W = (2»— 1)XP, and W =(3" — 1)XP, which would give, in the above examples, 1X2X2X2X2= 16 — 1= 15 lbs., 5X3X3X3X3=405 — 1=404 lbs. 372 MECHANICAL POWER OF STEAM. MECHANICAL POWER OF STEAM. Under the head of Crank, in the first volume of this Dic- tionary, reference is made to this article for an elucidation of the theory of its movement, as also for an explanation of the mechanical laws of steam. These last should be sought under their proper head “ Steam,” while the theory of the crank will be explained in this place, as reference has been made to it under this head. If we consider the rotatory engine with revolving piston apart from the practical objections against its application, it is a perfect engine, and is capable of giving out all the effect of the steam. An im- pression has, however, widely prevailed that this is not the case with the common reciprocating engine with its connecting-rod and crank. Several scientific writers on the steam-engine have pointed out the error of this conviction, so that all the better-informed class of engineers are well aware that the crank, like all other pieces of machinery, fully transmits the power which is communicated to it. There are others, however, who cannot understand this : they cannot set out from the great fundamental principle of virtual velocities, and satisfy themselves with asserting the truth as a simple and inevitable deduc- tion from it. They are continually asking the question, “ How is it that, in the common crank, we are able to show that, at two given points in its revolution, the position is such that an infinite power would produce no effect at all ; that there are only two positions in which the force and effect are equal ; and that, at every other position, the effective pressure given out by the connecting-rod to the crank is less than the original pressure of the steam on the piston — the remainder of the pressure of the steam pro- ducing only a useless pressure on the cranks — how then can the crank be conceived to transmit the whole mechanical effect of the steam ?” In the present remarks we intend to give an answer to this question. We intend to examine, at considerable length, the action of the crank, and to show that the great fact upon which the whole science of mechanics has rested ever since the time of Galileo, still obtains in all its generality in this particular case. For the purpose of clearly elucidating the subject we intend to consider it at first in a very simple and practical manner, and then to examine it in a more theoretical point of view. Before proceeding further it is necessary to have a clear conception of the meaning of the term “ power.” It is obvious that it must be different from the term “ force” or “ pressure for, if its mean- ing were the same, it would be absurd to say that the crank always transmits the whole “ power,” since in some position^ it does not transmit any of the pressure of the steam at all. The term “ power,” as generally used by writers on the steam-engine, means the mechanical power of the steam, or its me- chanical effect. In estimating the mechanical effect we have to consider two things : 1st, the load or force raised, and 2d, the distance through which it is raised; and the mechanical effects are considered to be equal when the product of these two are equal. For example, suppose two different machines constructed in such a manner that in the one 1 lb. of steam is made to raise 10 tons through 8 feet, and that in the other 1 lb. of steam is made to raise 15 tons through 6 feet; we say that the mechanical effect of the steam is the same in these two machines, because 10X8=15X6. This principle may be expressed in the form of a rule : — “ Mechanical effects are equal when the weights raised are inversely proportional to the distances through which they are raised.” This law is useful for comparing the mechanical effects of different machines ; our purpose, at present, however, is to compare the mechani- cal effects of different parts of the same machine. It will not be difficult so to modify this law as to suit our purposes. When it is different machines that we are comparing, the time for developing the mechanical effects may be different, but in the same machine the time must necessarily be the same. From this equality of time we infer that the spaces through which the load is moved are directly pro- portional to the uniform velocity with which they are described. Hence the law may be expressed as follows: “The mechanical effects of the different parts of the same machine are equal when the weights or pressures raised are inversely proportional to the velocities with which they are raised. ’ The product of a weight or pressure into its velocity is called the “momentum of the weight or pres- sure.” After this definition, our rule may be expressed as follows: “Mechanical effects of the differ- ent parts of the same machine are equal when the momenta are equal.” A dopting the principle that the momentum measures the mechanical effect, or, as it is usually called, the power, it is a recognized principle, proved by all writers on mechanics, that however complicated machinery may be, still, making allowance for the resistances arising from friction, the mechanical effect remains the same. Our inten- tion at present is only to show that it obtains in the particular case of the crank. The crank-pin moves through a greater space than the piston ; and when the piston is moving very slowly the crank- pin is moving very quickly, so that the ultimate effect is the same at every moment. By multiplying the pressure into the velocity, it will be found that the same quantity of steam produces the same amount of power at every part of the stroke. Suppose the velocity of the piston to be uniform, then the mo- tion of the extremity of the connecting-rod will be uniform also. The extremity of the crank always moves irregularly, but as it moves over a greater space than the extremity of the connecting- rod, its mean velocity must be greater. The proportion is obviously as follows : Velocity of piston : mean velocity of extremity of crank : : twice the length of stroke : circumference which the extremity of the crank describes. Let l denote the length of stroke, and n the ratio of the circum- ference of a circle to its diameter ; then we have the proportion, Velocity of piston : mean velocity of extremity of crank : : 2 l : 7t l : : 2 : “, and, therefore, mean velocity of extremity of crank = 7r x velocity of piston — 2. Since the mean velocity of the MECHANICAL POWER OF STEAM. 37 crank is greater than that of the piston, then, according to our law, in order to produce the same mechan- ical effect, the mean effective pressure must be less, and that in the same proportion. We may approxi- mate to the mean effective pressure by calculating it for a great many equidistant positions, and taking the average. Thus let Fig. 2804 represent the circle which the extremity of the crank describes. Di- vide it into 20 equal parts. Suppose the connecting-rod to remain always in a parallel direction, and the constant pressure in it to be 100. The effective pressure at any point P will be 100 sin. POE. From this we have the following table : Points in the Figure. Pressure in the Direction of Revolution. At 0 and at 20 100 X sin. 0° = 000 1 19 100 X sin. 18° = 30-90 2 18 100 X sin. 36° = 58-78 3 17. 100 X sin. 54° = 80-90 4 16 100 X sin. 72° = 95-11 5 15 100 X sin. 90° = 100-00 6 14 100 X sin. 108° = 95-11 7 13 100 X sin. 126° = 8090 8 12 100 X sin. 141° = 58-78 9 11 100 X sin. 162° = 30-90 10 10 100 X sin. 180° = o-oo Mear pressure 6ST1 From this we learn that the mean effective pressure is to the pressure at piston in the proportion of about 63 to 100. This is very nearly the same proportion as 2 to it ; for 110 -f- 03 = 1'6 nearly, and ■n--h 2 = l - 7. Hence we have the proportion, pressure at piston : mean effective pressure at extremity of crank : : mean velocity of extremity of crank : velocity of piston. This shows, according to our law, that the mechanical effect of the pressure at the piston is wholly transmitted to the crank. We have said not only that the mechanical effect is the same ultimately, but that it is the same momentarily ; that is to say, that the product of the effective force at any point, and the velocity at that point, is constantly equal to the product of the pressure at the piston, and its velocity at the cor- responding position. It is more difficult to illustrate this in the same manner, on account of the diffi- culty of calculating the relative velocity of the crank and piston. It is very easy to show, however, that at what is called the “position of the centres” no loss of power can really take place. This hap- pens for this very plain reason, that there is no power exerted at that time. It ought to be remem- bered that at that time the communication which supplies the steam from the boiler is cut off. The steam on one side having done its work, only waits to be released from its chamber, and escapes at the opening of the eduction valve, and at the same instant is in the act of being permitted to enter on the opposite side for reversing the motion. Hence at these points all application of force has ceased, and arrangements are making for reversing the motion ; besides which, when the engine is on the centre, the piston has not any motion. With regard to the remaining points of the circle, at which it is said power is lost, the velocity im- parted to the crank is always an exact equivalent for the force which is apparently lost. At present we wish only to illustrate this fact, for its rigid demonstration requires rather abstract considerations. The following table presents the results of the calculations of the power and velocity. The numbers I, 2, &c., refer to Fig. 2804. Position of Crank. Pressure in Direction of Revolution. Velocity of Crank divided by Velocity of Piston. At 0 and at 20 o-oo Infinite 1 19 30-90 3-236 2 18 58-78 1-701 3 17 80-90 1-236 4 16 95-11 1-051 5 15 10000 1-0OC 6 14 95-11 1-051 7 13 80-90 1-236 8 12 58-78 1-701 9 11 30-90 3-236 10 10 0-00 Infinite These are obtained on the supposition that the force on the piston and its velocity are constant, and »lso that the connecting-rod keeps always in a parallel direction. Neither of these suppositions is ex- actly true in practice. The same law holds, although the pressure on the piston is variable, and also its velocity, and although the connecting-rod takes different inclinations. It will be observed from our table that the smaller the effective pressure in the direction of the revolution, the greater the relative velocity The rigid demonstration of these facts requires for their proper exhibition the differential calculus tvhich in this work would be out of place. 374 MENSURATION. MEERSCHAUM. This form of silicate of magnesia is employed in manufacturing the celebrated tobacco-pipes known under this name, and its composition is as follows, differing but little from steatite or soapstone ; but, unlike the latter, may be artificially produced : Madrid. Natoiia. 53-80 42-00 23-80 30-50 23-80 2-30 { K} «• 20-00 23-00 100-05 98-80 99-30 It is found in the native state on the shores of the inland seas of Europe. That found in Morocco contains, in addition to the above ingredients, -52 of potash. It is. light and soft, and is employed in the Turkish dominions as fuller’s earth. In Germany it is extensively used in the manufacture of tobacco- pipes, which are prepared for sale by being soaked first in tallow, then in wax, and finally by being polished with shave-grass. Imitation meerschaum pipes are sold in large quantities, and the greatest caution is necessary to guard against deception. To the connoisseur, the best criterion is the beautiful brown color which the genuine meerschaum assumes after being smoked some time. MENSURATION — Of Surfaces. To find the area of a four-sided figure. — Rule. — M ultiply the length by the breadth or perpendicular height ; the product will be the area. To find the area of a triangle. — Rule. — M ultiply the length of one of the sides, by a perpendicular falling upon it from the opposite angle; half the product will be the area. To find the length of one side of a right-angled triangle , when the lengths of the other two sides are given. — Rule 1 . — To find the hypothenuse, add together the squares of the two legs, and extract the square root of that sum. Rule 2. — To find one of the legs, subtract the square of the leg, of which the length is known, from the square of the hypothenuse, and the square root of the difference will be the answer. To find the area of a regular polygon. — Rule. — M ultiply the length of a perpendicular, drawn from twe centre to one of the sides, (or the radius of its inscribed circle,) by the length of one side, and this product again by the number of sides ; and half the product will be the area of the polygon. To find the area of a trapezium. — Rule 1. — Draw a diagonal line to divide the trapezium into two triangles ; find the areas of these triangles separately, and add them together. Rule 2. — Divide the trapezium into two triangles, by a diagonal, and let two perpendiculars fall on the diagonal from the opposite angles ; then, the sum of these perpendiculars multiplied by the diagonal, and divided by 2, will be the area of the trapezium. To find the area of a trapezoid. — Rule 1. — Multiply the sum of the two parallel sides by the perpen- dicular distance between them, and half the product will be the area. Rule 2. — Draw a diagonal, to divide the trapezoid into two triangles ; find the areas of those triangles separately, and add them together. To find the area of an irregular polygon. — Rule. — D raw diagonals, to divide the figure into tra- peziums and triangles ; find the area of each separately, by either of the rules before given for that purpose ; and the sum of the whole will be the area of the figure. To find the area of a long irregular figure. — Rule. — T ake the breadths in several places, and at equal distances from each other ; add all the breadths together, and divide the sum by this number, for the mean breadth ; then multiply the mean breadth by the length of the figure, and the product will be the area. To find the circumference of a circle when the diameter is given ; or the diameter when the circumfer- ence is given. — Rule 1. — Multiply the diameter by 3-1416, and the product will le the circumference; or divide the circumference by 3-1416, and the quotient will be the diameter. Rule 2. — As 7 is to 22, so is the diameter to the circumference ; As 22 is to 7, so is the circumference to the diameter. Rule 3. — As 113 is to 355, so is the diameter to the circumference; As 355 is to 113, so is the circumference to the diameter. To find the area of a circle.— Rule 1. — Multiply the square of the diameter by -7854 ; or the square of the circumference by "07958; the product, in either case, will be the area. Rule 2. — Multiply the circumference by the diameter, and divide the product by 4. Rule 3. — As 14 i% to 11, so is the square of the diameter to the area ; Or as 88 is to 7, so is the square of the circumference to the area. To find the length of any arc of a circle. — Rule 1. — From 8 times the chord of half the arc, subtract the chord of the whole arc ; one-third of the remainder will be the length of the arc, nearly. Rule 2. — As 180 is to the number of degrees in the arc; So is 3-1416 times the radius to its length. Or, as 3 is to the number of degrees in the arc ; So is -05236 times the radius to its length. To find the area of d sector of a circle. — Rule 1. — Multiply the length of the arc by half the length of the radius ; the product will be the area. Rule 2. — As 360 degrees is to the number of degrees in the arc of the sector ; so is the area of the circle to the area of the sector. To find the area of a segment of a circle. — Rule 1. — To the chord of the whole arc, add the chord oi naif the arc and one-third of it more. Then multiply the sum by the versed sine, or height of the seg- ment, and four-tenths of the product will be the area of the segment. Levant. Silica 60-87 Magnesia 27-80 Lime 27-80 Alumina ) Oxide of iron ' 1 -009 Water 11-29 MENSURATION. 375 Rule 2. — Divide the height, or versed sine, by the diameter of the circle, and find the quotient in the column of versed sines, in the table of areas of segments. Then take out the corresponding area in the next column on the right-hand, and multiply it by the square of the diameter, for the answer. To find the area of a circular zone. — Rule 1. — When the zone is less than a semicircle, to the area of the trapezoid, formed by connecting the extremities of the zone by straight lines, add the area of the circular segments beyond those lines ; the sum is the area of the zone. Rule 2. — When the zone is greater than a semicircle, to the area of the parallelogram, formed in like manner as above, add the area of the circular segments, at its extremities ; the sum is the area of the zone. To find the area of a circular ring, or space, included between two concentric circles . — Rule. — Find the areas of the two circles separately ; then the difference between them will be the area of the ring. To find the ofrcumference of an ellipse.-— Rule. — Square the two axes, and multiply the square root of half that sum by 3T416 ; the product will be the circumference, nearly. To find the area of an ellipse . — Rule. — Multiply the transverse diameter by the conjugate, and the product by "7854. To find the area of an elliptic segment. — Rule. — Divide the height of the segment by the axi9 of which it is a part, and find, in the table of segments of circles, a circular segment having the same versed sine as this quotient. Then, multiply the segment thus found and the two axes of the ellipse continually together, and the product will give the area required. When the transverse, the conjugate, and the abscissa! are given , to find the ordinate. — Rule. — Multiply the abscissae into each other, and extract the square root of the product ; this will give the mean between them. Then, as the transverse diameter is to the conjugate diameter, so is the mean to the ordinate required. When the transverse, the conjugate, and the ordinate are given, to find the abscissce . — Rule. — From the square of half the conjugate, take the square of the ordinate, and extract the square root of the remainder. Then, as the conjugate diameter is to the transverse, so is that square root to half the difference of the two absciss®. Add this half difference to half the transverse, for the greater abscissa; and subtract it for the less. When the transverse, the ordinate, and the two abscissce are given, to find the conjugate . — Rule. — As the square root of the product of the two absciss® is to the ordinate, so is the transverse diameter to the conjugate. Note . — In the same manner the transverse diameter may be found from the conjugate, using the two absciss® of the conjugate, and their ordinate perpendicular to the conjugate. When the conjugate, the ordinate, and the abscissce are given, to find the transverse diameter. — Rule. — From the square of half the conjugate subtract the square of the ordinate, and extract the root of the remainder. Add this root to the half conjugate if the less abscissa be given ; but subtract it when the greater abscissa is given. Then, as the square of the ordinate is to the rectangle of the abscissa and conjugate, so is the reserved sum, or difference, to the transverse diameter. To find the area of a parabola . — Rule. — Multiply the base by the height, and two-thirds of the pro- duct will be the area. To find the area of a frustum of a parabola. — Rule. — Multiply the difference of the cubes of the two ends of the frustum by twice its altitude, and divide the product by thrice the difference of their squares. To find the abscissa or ordinate of the parabola. — Rule. — The absciss® are to each other as the squares of their ordinates ; that is, as any abscissa is to the square of its ordinate, so is any other abscissa to the square of its ordinate. Or, as the square root of any abscissa is to its ordinate, so is the square root of another abscissa to its ordinate. To find the length of a parabolic curve, cut off by a double ordinate. — Rule. — To the square root of the ordinate, add four-thirds of the square of the abscissa ; the square root of that sum, multiplied by 2, will give the length of the curve, nearly. To find the area of a hyperbola . — Rule. — -To five-sevenths of the abscissa, add the transverse diame- ter ; multiply the sum by the abscissa, and extract the square root of the product. Then, multiply the transverse diameter by the abscissa, and extract the square root of that product. Then, to 21 times the first root add 4 times the second root ; multiply the sum by double the product of the conjugate and abscissa, and divide by 75 times the transverse; this will give the area, nearly. To find the length of a hyperbolic curve. — Rule. — To 21 times the square of the conjugate add 9 times the square of the transverse; also, to 21 times the square of the conjugate add 19 times the square of the transverse, and multiply each of these sums by the abscissa. To each of the two products add 15 times the product of the transverse and square of the conjugate. Then, as the less sum is to the greater, so is the ordinate to the length of the curve, nearly. When the transverse, the conjugate, and the abscissce are given, to find the ordinate . — Rule. — As the transverse diameter is to the conjugate, so is the square root of the product of the two absciss® to the ordinate required. Note . — In the hyperbola, the less abscissa added to the axis gives the greater : and the greater abscissa subtracted from the axis, gives the less. When the transverse and conjugate diameters, and the ordinate, are given, to find the abscissae. — Rule. — • To the square of half the conjugate add the square of the ordinate, and extract the square root of that sum. Then, as the conjugate diameter is to the transverse, so is the square root +o half the sum of (he absciss®. 376 MENSURATION. To this half sum add half the transverse diameter for the greater abscissa, and subtract it fol the less. When the transverse diameter , ordinate , and abscissa;, are given , to find the conjugate. — Rule. — A s the square root of the product of the two abscissas is to the ordiuate, so is the transverse diameter to the conjugate. When the conjugate diameter, the ordinate, and the two abscissa:, are given, to find the transverse diameter. — Rule. — To the square of half the conjugate add the square of the ordinate, and extract the square root of that sum. To this root add the half conjugate when the less abscissa is used ; and subtract it when the greater abscissa is used ; reserving the sum or difference. Then, as the square of the ordinate is to the product of the absciss® and conjugate, so is the reserved sum, or difference, to the transverse. Mensuration of Solids. — To find the solidity of a cube. — Rule. — Multiply the side of the cube by itself, and that product again by the side ; the last product will be the solidity of the given cube. To find the solidity of a parallelopipedon. — Rule. — Multiply the length, breadth, and depth or alti- tude, continually together, or, in other words, multiply the length by the breadth, and that product by the depth or altitude, and this will give the required solidity. To find the solidity of cylinders and prisms . — Rule. — Multiply the area of the base by the height of the cylinder or prism, and the product will give the solid content. To find the convex surface of a cylinder. — Rule. — Multiply the circumference by the length of the cylinder ; the product will be the convex surface required. lb find the convex surface of a right cone, or pyramid . — Rule. — Multiply the perimeter, or circum- ference of the base, by the slant height, or length of the side of the cone, and half the product will be the surface. To find the convex surface of a frustum of a right cone, or pyramid. — Rule. — Multiply the sum of the perimeters of the two ends by the slant height or side of the frustum, and half the product will be the surface required. To find the solidity of a cone, or pyramid. — Rule. — Multiply the area of the base by the perpendicular height, and one-third of the product will be the content. To find the solidity of the frustum of a cone. — Rule. — Divide the difference of the cubes of the diam- eters of the two ends by the difference of the diameters ; this quotient multiplied by ‘7854 and again by one-third of the height, will give the solidity. To find the solidity of the frustum of a pyramid . — Rule. — Add to the areas of the two ends of the frustum the square root of their product, and this sum, multiplied by one-third of the height, will give the solidity. To find the solidity of a wedge . — Rule.— T o the length of the edge of the wedge add twice the length of the back ; multiply this sum by the height of the wedge, and then by the breadth of the back ; one- sixth of the product will be the solid content. To find the solidity of a prismoid. — Rule. — Add into one sum the areas of the two ends and four times the middle section, parallel to them ; then, this sum multiplied by one-sixth of the height, will give the content. Note . — The length of the middle section is equal to half the sum of the lengths of the two ends ; and its breadth is equal to half the sum of the breadths of the two ends. To find the convex surface of a sphere, or globe. — Rule. — Multiply the diameter of the sphere by its circumference. Or, multiply 3T416 by the square of the diameter; the product will be the convex surface required. Note. — The convex surface of any zone or segment may be found, in like manner, by multiplying its height by the whole circumference of the sphere. To find the solidity of a sphere or globe. — Rule. — Multiply the cube of the axis by '5236 ; the product will be the solidity. To find the solidity of a spherical segment . — Rule. — To three times the square of the radius of its base add the square of its height; then, multiply the sum by the height, and the product by '5236. To find the solidity of a spherical zone or frustum . — Rule.— T o the sum of the squares of the radius of each end, add one-third of the square of the height of the zone ; this sum, multiplied by the said height, and the product by T5708, will give the solidity. To find the solidity of a spheroid. — Rule. — Multiply the square of the revolving axis by the fixed or shorter axis; the product, multiplied by '5236, will give the content. To find the solidity of a segment of a spheroid . — Rule 1. — When the base is circular or parallel to the revolving axis, multiply the fixed axis by 3, the height of the segment by 2, and subtract the one product from the other ; then multiply the remainder by the square of the height of the segment, and the pro- duct by '5236. Then, as the square of the fixed axis is to the square of the revolving axis, so is the last product to the content of the segment. Rule 2. — When the base is perpendicular to the revolving axis, multiply the revolving axis by 3, and the height of the segment by 2, and subtract the one from the other ; then, multiply the remainder by the square of the height of the segment, and the product by '5236. Then, as the revolving axis is to the fixed axis, so is the last product to the content. To find the solidity of the middle frustum of a spheroid. — Rule 1. — When the ends are crrcuiar, or parallel to the revolving axis, to twice the square of the revolving axis, add the square of the diameter of either end; then, multiply this sum by the length of the frustum, and the product again by '2618; this will give the solidity. Rule 2. — When the ends are elliptical, or perpendicular to the revolving axis, to twice the product ol .lie transverse and conjugate diameters of the middle section, add the product of the transverse and METALS AND ALLOYS. 377 conjugate of either end ; multiply this sum by the length of the frustum, and the product by '2618 ; this will give the solidity. To find the surface of a circular spindle. — Rule. — Multiply the length of the spindle by the radius of the revolving arc. Multiply also the said arc by the central distance, or distance between the centre oi the spindle and centre of the revolving arc. Subtract this last product from the former ; double the remainder; multiply it by 3-1416, and the product will give the surface of the spindle. Note. — The same rule will serve for any segment, or zone, cut off perpendicularly to the chord of the revolving arc ; but, in this case, the particular length of the part, and the part of the arc which describes it, must be used, instead of the whole length and whole arc. To find the solidity of a circular spindle. — Rule. — Multiply the central distance, as above, by half the area of the revolving segment. Subtract the product from one-third of the cube of half the length ol the spindle. Then, multiply the remainder by 12-5664, or 4 times 3-1416, and the product will be the solidity required. To find the solidity of the frustum , or zone , of a circular spindle. — Rule. — From the square of half the length of the whole spindle, take one-third of the square of half the length of the frustum, and mul- tiply the remainder by the said half-length of the frustum. Multiply the central distance by the revolving area, which generates the frustum. Subtract the last product from the former ; and the remainder, multiplied by 6‘2832, or twice 3-1416, will give the content. To find the solidity of an elliptic spindle. — Rule. — To the square of the greatest diameter, add the square of twice the diameter at one-fourth of its length ; multiply the sum by the length, and the pro- duct by '1309, and it will give the solidity, very nearly. To find the solidity of a frustum or segment of an elliptic spindle. — Rule. — Proceed, as in the last rule, for this, or any other solid, formed by the revolution of a conic section about an axis, namely : Add together the squares of the greatest and least diameters, and the square of double the diameter in the middle between the two; multiply the sum by the length, and the product by -1309, and it will give the solidity. Note. — For all such solids this rule is exact when the body is formed by the conic section, or a part of it, revolving about the axis of the section ; and it will always be very near the truth, when the figure revolves about another line. To find the solidity of a parabolic conoid. — Rule. — Multiply the square of the diameter of the base by the altitude, and the product by -3927. To find the solidity of a frustum of a paraboloid. — -Rule. — Multiply the sum of the squares of the diameters of the two ends by the height of the frustum, and the product by -3927. To find the solidity of a parabolic spindle. — Rule. — Multiply the square of the middle diameter by the length of the spindle, and the product by '41888, (which is eight-fifteenths of -7854,) and it will give the content. To find the solidity of the middle frustum of a parabolic spindle. — Rule. — Add together 8 times the square of the greatest diameter, 3 times the square of the least diameter, and 4 times the product of these two diameters; multiply the sum by the length, and the product by '05236, (which is -J of 3-1416 ;) this will give the solidity. To find the convex surface of a cylindrical ring. — Rule. — To the thickness of the ring add the inner diameter ; multiply this sum by the thickness, and the product by 9'8696, (which is the square of 3-14159,) and it will give the superficies required. To find the solidity of a cylindrical ring. — Rule. — To the thickness of the ring add the inner diameter ; then multiply the sum by the square of the thickness, and the product by 2-4674, (which is one-fourth of the square of 3-1416,) and it will give the solidity. To find the superficies or solidity of any regular body. — Rule 1. — Multiply the tabular surface by the square of the linear edge, and the product will be the superficies. Rule 2. — Multiply the tabular solidity by the cube of the linear edge, and the product will be the solidity. Table of the Surfaces and Solidities of the Regular Bodies when the linear edge is 1 . No. of Sides. Names. Surfaces. Solidities. 4 Tetrahedron 1-73205 0-11785 6 Hexahedron 6-00000 1-00000 8 Octahedron 3-46410 0-47140 12 Dodecahedron 20-64573 7-66312 20 Icosahedron 8-66025 2-18169 METALS AND ALLOYS, employed in the mechanical and useful arts. Metals are elementary oodies, being all capable of combining with oxygen, and many of them, during this combination, exhibit the phenomena of combustion. Formerly only seven metals were known, but modern discoveries have added to the number greatly. Metals are distinguished by their great specific gravity, considerable tenacity and hardness, opacity, and property of reflecting the greater part of the light which fells on their surface, giving rise to what is denominated the metallic lustre or brilliancy. Opacity is another leading property of metals ; even when beat to the greatest possible thinness, "they transmit scarcely any light; from the union of the two qualities density and opacity, arises that of lustre. By their opacity and the denseness of their texture, they reflect the greatest part of the light that falls on their surface. From their density they are susceptible of a fine polish, by which their lustre is increased 378 METALS AND ALLOYS. Tenacity distinguishes a number of the metals, and is not possessed in any great degree by othel bodies ; hence arises their malleability and ductility. Some of the metals are neither malleable not ductile. Both these qualities are greater in combinations of the metals than in the individual metals. Metals are the best conductors of caloric ; their expansibilities are various, and are probably nearly in the order of their fusibilities. Mercury melts at so low a temperature, that it can be obtained in the solid state only at a very low temperature ; others, as platina, can scarcely be melted by the most in- tense heat which we can excite. Metals may be volatilized ; at the degree of 600 quicksilver may be volatilized, and zinc and arsenic at a temperature not very remote from this. Metals are the best con- ductors of electricity. Table of the Properties of the Metals. Name. When dis- covered. By whom. Color. Specific gravity. fcf~ o o. Scale of ductility. Scale of malleability. Tenacity. Ratio of hardness. Gold 1 Pure yellow. 19-257 5237 1 i 08-210 8 Silver White. 10-474 3077 2 2 85 062 6 Iron ^. . Known from Blue-gray. 7-788 17077 4 8 209-659 3 Copper the earliest Red. 8-895 4587 5 3 157-399 5 Mercury ages. White. 13-508 30 None. head Blue. 1 1-352 594 8 0 14 Tin White. 7-291 442 7 4 24-200 12 Zinc 1.141 Paracelsus. Bluish-white. 0001 700 6 7 12-720 9 Bismuth 1.TJ0 Agricola. Yellowish-white. 9-822 470 7 Antimony XVth cent. B. Valent. Bluish-white. 6*702 932 10 Arsenic 1723 Brandt. Gray. 8-308 13 Cobalt do. Gray-white. 8-538 10077 11 Platinum i?4i Wood. Bluish-white. 21-500 G. B. P. 3 5 124-000 4 Nickel 1751 Cronstedt. White. 8-279 21877 9 9 Manganese 1774 Scheele. Gray- white. 5*850 do. 2 Tungsten 1781 D'EIhuyart. 7*600 G. B. P. i Tellurium 1782 Muller. 6*115 Molybdenum do. Iljelm. Gray. 7*400 G. B. P. Titanium 1781 G regor. Red. do. Uranium 1789 Klaproth. Gray. 9-000 do. Chromium 1707 Vauquelin. do. Columbium 1802 Hatchett. do. Palladium 1803 Wollaston. Bluish-white. li-300 10 10 i Rhodium do. do. Grayish- white g. ii. p. Iridium do. Descot i Is. Osmium do. Tenant. Bluish-black. do. Cerium 1804 Berzelius. Gray- white. do. Potassium "j do. 0-805 130 100 Sodium [ do. 0-972 194 100 Barium 1807 Davy. Strontium j Calcium J ... # Cadmium 1818 Stromeyer. White. 8-004 ii ii Lithium do. Arfvedson. Silicium 1824 1 Berzelius. Zinconium .... j do. Aluminum 1828 1 Wohler. Glucinum do. Yttrium .... \ do. Thonium 1829 Berzelius. Magnesium do. Bussy. Varadium 1830 Seftstrom. Lantanium 1840 Mosander. I A ntimony * is of a silvery white color, brittle and crystalline in its ordinary texture. It fuses at about 800°, or at a dull-red heat, and is volatile at a white heat. Its specific gravity is 6-7 1 2. ( Hatchett , Phil. Trans. 1803. Brande , 849.) Antimony expands on cooling; it is scarcely used alone, except in combination with similar bars of other metals for producing thermo-electricity: but antimony, which in the metallic state is frequently called “regulus,” is generally combined with a large portion of lead, and sometimes with tin, and other metals. See Lead and Tin. “Antimony and tin, mixed in equal proportions, form a moderately hard, brittle, and very brilliant alloy, capable of receiving an exquisite polish, and not easily tarnished by exposure to the air; it has been occasionally manufactured into speculums for telescopes. Its sp. gr., according to Gellert, is less than the mean of its constituent parts.” — Aikin’s Dictionary. Bismuth is a brittle white metal, with a slight tint of red; its specific gravity is 9'822. ( Hatchett , Phil. Trans. 1803.) It fuses at 476°, {Crichton,) 507°, ( Rudberg ,) and always crystallizes on cooling. According to Chaudet, pure bismuth is somewhat flexible. A cast bar of the metal (see Rennie ) one- tenth of an inch in diameter, supports, according to Muschenbroek, a weight of 48 pounds. Bismuth is volatile at a high heat, and may be distilled in close vessels. It transmits heat more slowly than most other metals, perhaps in consequence of its texture. ( Brande , 861.) * The alloys are in general arranged under those metals which constitute respectively their largest proportional port** but in some lew instances under those from which they derive their peculiar characters. METALS AND ALLOTS. 379 Bismuth is scarcely used alone, but it is employed for imparting fusibility to alloys, thus: 8 bismuth, 5 lead, 3 tin, constitute Newton’s fusible alloy, which melts at 212° F. 2 bismuth, 1 lead, 1 tin, Rose’s fusible alloy, which melts at 201° F. 5 bismuth, 3 lead, 2 tin, when combined melt at 199°. 8 bismuth, 5 lead, 4 tin, 1 type-metal, constitute the fusible alloy used on the Continent for producing the beautiful casts of the French medals, by the clicliee process. The metals should be repeatedly melted and poured into drops until they are well mixed. Mr. Charles Y. Walker substituted antimony for the type-metal, and strongly recommends this latter in preference to the first-named fusible alloy Electrotype Manipulation, Part II. p. 9-11, where the clichee process is described. 1 bismuth and 2 tin make the alloy Mr. Cowper found to be the most suitable for rose-engine and eccentric-turned patterns, to be printed from after the manner of letter-press. He recommends the thin plates to be cast upon a cold surface of metal or stone, upon which a piece of smooth paper is placed, and then a metal ring; the alloy should neither burr nor crumble; if proper, it turns soft and silky; when too crystalline, more tin should be added. 2 bismuth, 4 lead, 3 tin, 1 bismuth, 1 lead, 2 tin, constitute pewterer's soft solders. All these alloys must be cooled quickly to avoid the separation of the bismuth ; they are rendered more fusible by a small addition of mercury. Copper, with the exception of titanium, is the only metal which has a red color ; it has much lustre, is very malleable and ductile, and exhales a peculiar smell when warmed or rubbed. It melts at a bright-red or dull-white heat; or, according to Daniell, at a temperature intermediate between the fusing points of silver and gold = 1996° Fabr. Its specific gravity varies from 8‘86 to 8'89 ; the former being the least density of cast copper, the latter the greatest of rolled or hammered copper. ( Brande , 812) Copper is used alone for many important purposes, and very extensively for the following : namely, sheathing and bolts for ships, brewing, distilling, and culinary vessels. Some of the fire-boxes for loco- motive engines, boilers for marine engines, rollers for calico-printing and paper-making, plates for the use of engravers, 2 , Fig. 2956, and throws it into the teeth of the ratchet-wheel ; the ■wheel being thus held, the further vibration of the rock-frame turns the screw and carries up the slide to reduce the motion of the spindle, and on the return motion of the carriage the hand or catch r" is thrown out of the teeth of the ratchet-wheel by the arm of the counter-faller, which then comes in contact with another arm f of the butterfly, the end of which extends lower down than the arm S 2 , and low enough to be struck by the arm of the counter-faller when it is not under the action of the tension of the threads. The catch or hand then remains out until the tension of the threads again requires the motion of the spindles to be reduced. The butterfly is connected with a hand-latch lever ?re 2 that turns on a stud-pin re 2 , by which the attendant can throw the butterfly in and out of play. So soon as the base of the cops have been formed the scroll form of the cam re' gives the regular vary- ing motions to the spindles to wind the cone of the cops, as fully pointed out in the general description. It has been stated that in finishing the cops the threads are wound on harder at the point of the cops ; this is effected in the following manner : On the shaft e” which regulates the backing-off motion, as de- scribed above, there is a hub q' from which projects a crank-arm t’, to the pin S' of which is jointed, by a link r', a chain p', the other end of which is jointed by a link O' to a long arm of the lever m, which forms the connection between the top rack W and the chain l', which forms the connection between the top and the main racks. This shaft, as heretofore described, is connected with the ratchet-w'heel N ! , which is operated by the catch or hands M 2 of the lever K 2 of the backing-off apparatus, and the chain p ' is of such length that it is wound up by the rotation of the shaft until towards the completion of the cops, at which time it is drawn sufficiently tight to strike against a permanent arm u' towards the end of the winding-on motion, which causes the lever m' to turn on its axis, and by its connection to draw up the chain l, and hence to increase the velocity of the rack W, and therefore the rotation of the spindles, which winds the threads on tighter. This operation gradually increases to the completion of the cops. On this same shaft e" is placed the coping-cam Y 2 , the periphery of which acts on the lever X 2 , to which the coping-rail or former G 2 is jointed at r', in a manner well known to those who are acquainted with the construction of self-acting mules, and which therefore needs not to be described. This com- pletes the whole series of motions ; but it will be obvious that when one set of cops have been completed the parts employed in giving the progressive movements, such as the shaft e'j that rotates the coping or forming-cam Y 2 , winds the chain which carries the slide c' of the backing-off apparatus, and the arm t' that winds the chain p' to increase the tension of the threads in finishing the points of the cop, and also the ratchet-wheel P which governs the motion of the slide z" on the arm V 2 , by which the winding-on motion of the spindles is regulated to form the base of the cops, are to be turned back by hand to their original position by the attendant, preparatory to commencing a new set of cops. I have thus described the general plan of my invention, and the manner of constructing and using the same; but before pointing out what I claim as my invention, I wish it to be distinctly understood that I do not limit myself to the precise form and construction of the various parts employed, or to the precise arrangement described, as I consider all mechanical equivalents as within the limits of my invention. What I claim, therefore, as my invention, and desire to secure by Letters Patent, is, 1st. The disconnecting of the mechanism employed in running out the carriage and turning the draw- rollers from the mechanism which gives the whirling or spinning motion to the spindles when the driving-power is shifted from these the first series of motions to enable the spindles to continue their motion by inertia, independent of the other motions, by means of the clutch-box or its equivalent, which forms the connection between the three movements, constituting the first series of motions whereby (he momentum of the spindles can be employed for preparing the parts for the backing-off motion, substan tially as described. 2d. The method of preparing the parts for the backing-off motion by means of the momentum of the spindles, by connecting them with the backing-off apparatus by means of the friction clutch or any equivalent therefor, substantially as described. 8d. The backing-off apparatus, consisting of the combination of the top sliding-rack, which communicates motion to the spindles ; the rocking is with a cam and spring-brake, and other appendages, and the connecting-rod operated by the crank, al‘ substantially as described. 4th. The method of decreasing the backing-off motion to correspond with the increased length of the cops, by means of the slide in the intermediate arm of the connecting-rod, (between the two sections of the connecting-rod,) by means of which the rocking motion of the rock- shaft is gradually decreased, substantially as described, to avoid any sudden strain or jar upon the threads. 5th. The method of communicating the winding-on motion to the spindles from the main rack, which runs in the carriage by combining the said main rack with the top sliding-rack, by means of a 440 NAIL-MACHINE. chain and scroll-cam, or their equivalents ; by means of which combination, in connection with the fora: of the cam, the motions of the spindles so correspond with that of the carriage as to wind the threads on the conical form of the cops, as described. 6th. The method of varying the winding-on motion of the spindles to form the base of the cops, by means of the slide and chain which vary the motions of the wheel that is attached to and which rotates the scroll-cam, substantially as described, whether the slide be operated by the vibration of the arm on which it slides, or by any other means substantially as herein described. 7th. The method of regulating the motion of the slide that varies the motion of the scroll -cam of the winding-on motion, by means of what is termed the butterfly and its appendages, when this is acted upon by the counter-faller, operated by the tension of the threads, substantially as described. And 8th. The method of winding on the threads tighter at the points of tire cops when finishing them, by means of tire apparatus which gives to the top sliding-rack an increased motion towards the end of the operation ; the said apparatus consisting of a chain, which is connected with a chain that forms the connection betwen the main and top racks, and which is gradually wound up and strikes against an arm towards the end of the operations of the mule to shorten the connection between the two racks, and thus increase the winding-on motion of the spindles, as described. NAIL-MACHINE. The manufacture of cut nails is entirely an American invention, and was born is the very same as that described in Fig. 3019, viz., by putting the beam in its three positions, and marking the places of the points ccc of the strap, while the point b to which the piston-rod is fixed is kept in the same straight line: the radius D c of the circle passing through the points ccc will be the length of the radius-rod, and the centre of the same circle the point to which it should be fixed. Fig. 3021 is a method of causing the piston-rod to describe a straight line, often adopted in forcing- 464 PARALLEL MOTIONS. pumps : the lever F lias the centre of motion at o in the up standard s, fixed upon the cover of the pump 1) is a cylindrical rod, also fixed to the top of the pump, and set quite parallel to the pump-rod R ; g is a cross head attached to the top of the pump-rod, having a projecting arm h terminating in a socket/ •which moves on the rod D ; the lever F is connected to the cross-head g by two straps, one of which is shown at c ; upon moving the lever F it will be quite clear that the piston-rod R must move par- allel to D. Fig. 3022 is a drawing of a walking-beam for a twelve-horse engine, with parallel motion attached The point B to which the inner strap is fixed, is very often taken exactly in the centre, betwixt A and c and when that is the case, the length of the radius-rods is equal to the same distance, or, in other words, equal to the fourth part of the whole length of beam. When the inner strap is suspended from any other point than in the middle of the distance Ac, the position of the centre and length of the rod ef would be found as described in Fig. 3019: keeping the point a to which the piston-rod is attached always in the same straight line in which it ought to move, and carefully marking the points assumed by the lower end of the strap/. The point b to which the air-pump rod is fixed should be exactly in the middle of the strap, when the beam is divided into four equal parts, which will also insure a parallel motion for the bucket of the air-pump. P 3024. So.:' Fig. 3023 is a mode of causing the piston-rod to describe a straight line by the use of the two friction- wheels W W confined betwixt the guides G G ; this plan is often used in small engines, when the crank to which the connecting-rod P is attached is immediately above the cylinder. Fig. 3024 is a plan of parallel motion usually employed in marine engines ; the manner of finding the length and position of the radius-rod g is precisely the same as in Fig. 3019 ; this motion is, in fact, the common parallel motion modified to suit the circumstan- ces in which it is placed. The length of the radius-bar ef is easily found in practice, by supposing the piston-rod to move in a right line, and finding three points through which a point in the side-rod A, assumed at pleasure, would pass, in the highest, middle, and lowest positions of the piston-rod ; then a circular arc passing through these points will give the radius and centre sought ; and the point e assumed in the side-rod will be the point of connection of the radius-bar. Now, in order that the point P of connection of the side- rod and piston-rod may describe a right line, the point / must describe an arc of curvature sufficient to neutralize the curvature which would be transmitted to it by the travel of the side-lever; to determine this arc///, it is only necessary to describe from the middle point of the stroke, taken in the straight line e«e, a right line egf equal in length to the length of the radius-bar, and per- pendicular to it ; also the highest position of the radius- bar forming the same angle with egf that the radius-bar forms with that line in its lowest position ; then the three points/// 1 being thus found, a circular arc drawn through them will determine the fixed centre g, and the length of the parallel bar g f The length of the side-bar c from f to its connection with the side-lever, must of course be equal in length to the side-rod A, from ? to the point also of its connection with the side-lever. These rods will remain during the working of the engine parallel to each other, and conse- quently the radius-rod will continue parallel to the axis of the side-lever in all positions of the stroke. It must, however, be remarked, that the parallelism is not absolutely correct, but is true only within certain though narrow limits, giving an approximation sufficiently near for common practice. PENDULUM. 465 Fig. 3025 shows a form of parallel motion sometimes adopted in land-engines of the smaller class It is susceptible of great accuracy, and admits of several modifications. In this figure A is the cylinder of the engine, B the beam, supported on a rocking-bar having a mov- able centre at D. The radius-bar has its fixed centre at a attached to the framing of the engine, and is centred to the beam at a point c equidistant from the main centre/ and the point of attachment to the piston-rod. Flow, the radius-rod being equal to half the radius of the beam, and the radius-bar having a fixed centre at a, the point c of the beam must of necessity describe the arc ccc during each stroke ol the piston. Now, in describing this arc it is plain that the main centre /of the beam must describe simultaneously an arc about the centre D upon which it is carried. But the radius / D being great in comparison to radii/c and ac, the motion of the main centre may be supposed, without sensible error, to be in a right line, as if it were free to slide in a horizontal groove. But the centre / being constrained to move horizontally through a given space during a stroke of the piston, the end a of the beam will travel horizontally through an equal space in the same direction, and will therefore, instead of describing an arc about the centre f describe the chord a aa oi that arc, parallel to the chord of the arc ccc, which is the thing wanted. This motion and its modifications are founded on the principle that if the arc of a semicircle be made to slide against a fixed point p, Fig. 3026, while one of its extremities x is constrained to move in a straight line xp, the other extremity y will describe another straight line py at right angles to the first. To exhibit this principle in a practicable form, let in n be a rigid bar, having the end n guided in a horizontal groove, in which it can slide freely, as represented in Fig. 3027 ; and let p q be also a rigid bar jointed to the former at q, and having a fixed centre at p. Let this bar be half the length of the bar m n , and let mq — nq\ it is then evident, from the principle stated above, that, as the groove at n and the fixed centre at q control the motion of the bar m n, the end m is constrained to move in a straight line mp r at right angles to p n, which is the condition to be fulfilled. In Fig. 3025, instead of the slot at n the main centre is allowed to traverse a small arc, which, devi- ating very little from a right line, fulfils the condition with considerable exactness. The same principle may be applied in various ways. P ARAMETER. In geometry, a constant straight line, belonging to each of the three conic sections — otherwise called the latus rectum. In the parabola, the parameter is a third proportional to the absciss and its corresponding ordinate ; in the ellipse and hyperbola, the parameter of a diameter is a third proportional to that diameter and its conjugate. The term is also used in a general sense, to de- note the constant quantity which enters into the equation of a curve. PENDULUM. If any heavy body, suspended by an inflexible rod from a fixed point, be drawn aside from the vertical position, and then let fall, it will descend in the arc of a circle of which the point of suspension is the centre. On reaching the vertical position it will have acquired a velocity equal to that which it would have acquired by falljng vertically through the versed sine of the arc it has de- scribed, in consequence of which it will continue to move in the same arc until the whole velocity is de- stroyed ; and if no other force than gravity acted, this would take place when the body reached a height on the opposite side of the vertical equal to the height from which it fell. Having reached this height it would again descend, and so continue to vibrate forever ; but in consequence of the friction of the axis, and the resistance of the air, each successive excursion will be diminished, and the body soon be orought to rest in the vertical position. A body thus suspended, and caused to vibrate, is called a pendulum ; and the passage from the greatest distance from the vertical on the one side to the greatest distance on the other is called an oscillation. In order to investigate the circumstances of the motion, the body must be regarded as a gravitating point, and the inflexible rod as devoid of weight. This is denominated the simple pendulum, and the pioblem to be resolved is to determine the motion of a point constrained to move in a circular arc in virtue of the accelerating force of terrestrial gravity. Von. II.— 30 4G6 PENDULUM. According to the theory of falling bodies, (See Gravity,) the time t in 'which a body falls through th« 2s space s, by the accelerating force of gravity, is given by the equation t — -f — . Let 2 s = /; then t ~- l .9.1 J -■ But the time T, of the oscillation of a pendulum whose length is /, is T = tta/-; therefor* 9 \ 9 T : t : : t : 1 ; consequently the time of the oscillation of a pendulum is to the time that a heavy body would fall freely by the force of gravity through half its length, as the circumference of a circle to its diameter. If we suppose the time to be expressed in seconds, and make T = 1, we shall have g = t? 1. Cap- tain Kater found the length of the simple pendulum at London to be 39-13929 inches, and we know that tt 2 = 9-8696 ; therefore g = 9-8696 X 39'1 39 = 386-29 inches, or g — 32-2 feet. It follows, there- fore, that the space tlirough which a body falls freely at London in a second of time is 16-1 feet. Compound pendulum. — The simple pendulum, as above defined, is only a theoretical abstraction , for the oscillating body can neither be so small that it may be regarded as a mathematical point, nor can the rod be entirely devoid of weight. When the body has a sensible magnitude, and the suspend- ing-rod a sensible magnitude and weight as they must have in all actual constructions, the apparatus is called a compound pendulum ; and instead of being supported by a single point it is supported by an axis, or by a series of points situated in the same straight line. According to this definition, any heavy body oscillating about an axis of suspension is a compound pendulum. In every compound pendulum there is necessarily a certain point at which, if all the matter of the pendulum were collected, the oscillations would be performed in exactly the same time. This point is the centre of oscillation. (See Centre of Oscillation.) It is situated in the vertical plane passing through the centre of gravity of the pendulum, and at a distance from the axis of suspension, (the axis being always supposed horizontal,) which is determined by the following formula: Let dm be the ele- ment of the mass of the compound pendulum, r its distance from the axis of rotation, and x the distance of the centre of oscillation from the same axis ; then x=j^r 1 dm-r ■ rdm\ that is, the distance of the centre of oscillation from the axis of suspension is equal to the moment oi inertia of the oscillating body divided by its moment of rotation. This value of x is the length of the isochronous simple pendulum, and is what is always to be understood by the term length of a pendulum The centre of oscillation possesses a very remarkable property, which was discovered by Huygens ; namely, that if the body be suspended from this point, or a horizontal axis passing through it parallel to the former axis of suspension, its oscillations will be performed in the same time as before ; in other words, the axis of suspension and oscillation are interchangeable. This property furnishes an easy prac- tical method of determining the centre of oscillation, and thence the length of a compound pendulum. Applications of the pendulum. — The most important application that has been made of the pendulum is to the measurement of time. Compensation pendulum . — The value of the pendulum as a regulator of time-pieces depends on the isoclironism of its oscillations ; which, in its turn, depends on the invariability of the distance between the points of suspension and oscillation. But, as every known substance expands with heat and con- tracts with cold, the length of the pendulum will vary with every alteration of temperature, and the rate of the clock consequently undergo a corresponding change. To counteract this variation numerous con- trivances have been employed. The principle is, however, the same in all ; and consists in combining two substances, whose rates of expansion are unequal, in such a manner that the expansion of the one counter- acts that of the other, and keeps the centre of oscillation of the compound body always at the same dis- tance from the axis of suspension. A brief description of the two compensation pendulums in most common use — the mercurial pendulum and the gridiron pendulum — will sufficiently explain the means by which compensation is obtained. Mercurial pendulum . — This was the invention of Mr. George Graham, a celebrated watchmaker, who subjected it to the test of experiment in the year 1721. The rod of the pendulum is made of steel, and may be either a flat bar or a cylinder. The bob or weight is formed by a cylindrical glass vessel, about 8 inches in length and 2 inches in diameter, which is filled with mercury to the depth of about 6 J inches. The cylinder is supported and embraced by a stirrup, formed also of steel, through the top of which the lower extremity of the rod passes, and to which it is firmly fixed by a nut and screw on the end of the rod. Now the effect of an increase of temperature on this apparatus is evidently as follows : In the first place, the rod expands, and the distance between the axis of suspension and the bottom of the stir- rup is increased. In the second place, by the expansion of the mercury in the cylinder, its column is lengthened, and the distance of its centre of gravity from the bottom of the stirrup consequently in- creased. But, as the expansion of mercury is about sixteen times greater than that of steel, the height of the mercurial column may be so adjusted by trial that the expansion of the rod and stirrup shall be exactly compensated by that of the mercury, and the centre of oscillation of the whole suffer no change. This pendulum is, perhaps, the most perfect of all compensators ; but, as its adjustments are attended with considerable difficulty, it is seldom used excepting in astronomical observatories. Gridiron pendulum . — This was contrived by Mr. Harrison, the inventor of the chronometer. It con- sists of a frame of nine parallel bars of steel and brass, arranged as follows : The centre rod, of steel, is fixed at the top to a cross-bar connecting the two middle brass rods, but slides freely through the twe lower cross-bars, and bears the bob. The remaining rods are fastened to the cross-pieces at both ends, and the uppermost cross-piece is attached to the axis of suspension. It is easy to see that the expan- sion of the steel rods tends to lengthen the pendulum, while that of the brass rods tends to shorten it ; consequently, if the two expansions exactly counteract each other, the length of the pendulum will re- main unchanged. The relative lengths of the brass and steel bars are determined by the expansions oi PENS, STEEL. 467 til 3 two metals, which are found by experiment to be, in general, nearly as 100 to 61. If, then, the lengths of all the five steel bars added together be 100 inches, the sum of the lengths of the four brass bars ought to be 61 inches. When the compensation is found on trial not to be perfect, an adjustment is made by shifting one or more of the cross-pieces higher on the bars. Application of the pendulum to the determination of the relative force of gravity at different places . — There are two methods of determining the relative intensity of gravity by means of the pendulum. Ac- cording to the first, the absolute length of the simple pendulum which makes a certain number of oscil- lations in a given time is accurately ascertained at each of the places, and the comparative force of l> gravity is then given by the formula g’ — -^-g. According to the other method, an invariable pendu- lum is swung at the different places, and the number of its oscillations noted at each, when the relative N' 2 gravity is given by the formula g' — — g. Each of these methods has been followed in the delicate experiments which have been made for the purpose of determining the figure of the earth ; but though the results of both appear to be nearly equal in point of accuracy, the latter method, on account of its affording greater facilities in practice, is now generally adopted. See Watchmaking. PENS, STEEL, manufacture of The manufactory, at Birmingham, of Messrs. Hinks, Wells, & Co., a few years ago consisted of a small house on one side of the street. Now the establishment has become an immense manufactory, giving employment to 664 hands, consuming 24 tons of steel per week, turning out 35,000 gross of pens weekly, or 1,820,000 gross in a year. The metal in its crude state . — This consists of the best quality of cast-steel, made from Swedish iron, its granular structure dense and compact. It is in sheets 44 feet long by 18 inches wide, which sheets are clipped across into lengths from If to 44 inches wide. These strips are packed into cast metal boxes, and placed on what is technically called a muffle, or large stone oven, heated to a white heat ; there the process of annealing takes place. After twelve hours of this roasting, the strips are placed in revolving barrels, where, by the friction of metallic particles, the scales caused by the annealing and the rough edges are removed. They are now ready for the rolling-mill. The rollers consist of metal cylinders revolving upon each other. A man and boy attend at each. The first introduces the strip of steel between the opposing surfaces, and the boy pulls it out considerably attenuated. From the first pair of rollers it passes through several others, until it finally assumes the requisite tenuity. Such is the pressure employed, that the steel, in passing through, becomes hotter than it is sometimes convenient for unpractised hands to touch. The strip of] steel is now precisely the thickness of a pen, is quite flex- ible, and has increased in length from 18 inches to 4-4 feet. It is now ready for the “ cutting-out room,” where the pen first begins to assume a form. Along this room a number of women are seated at benches, cutting out, by the aid of hand-presses, the future pen from the ribbon of steel. This is done with great rapidity, the average product of a good hand being 200 gross, or 28,800, per day of ten hours. Two pens are cut out of the width of the steel — the broad part to form the tube, and the points so cutting into each other as to leave the least possible amount of waste. From this room the blanks are taken to be pierced. The flat blanks are placed separately on a steel die, and, by a half-circular action of a lever turning an upright screw, a fine tool is pressed upon the steel, and forms the delicate centre perforation, and the side slits which give flexibility to the pen. All this time the metal is soft, bending in the fingers like a piece of lead. It becomes necessary, however, that it should be„rendered still softer. The pens are consequently placed in the heated oven, and a second time annealed. Proceeding with these softened pens to the “ marking-room upon each side and down the middle of the room are arranged a multitude of young women at work, each oi whom raises a weight by the action of the foot, and suddenly allows it to fall on the pen. The rapidity of this process is equal to that of cutting out the blanks, each girl marking many thousands of pens in the day. When it leaves the hand of this operator, the back of the pen is stamped either with the name of a retail dealer at home or abroad, a national emblem, die., according to the fashion. The next process is the raising. Until now the pen is flat; and by being placed in a groove, and a convex tool dropped upon it, forcing it into the groove, it is bent into a tube of the required shape. Upon the perfection of the slit of course depends the value of the pen. Those who recollect the diffi- culty experienced in getting a perfect slit in a quill pen, can understand how much less easy it is to prevent the gaping of a metallic substance. The first preparatory process after the pens leave the raising-room, is to return them once more to the mufHe, into which they are placed in small iron boxes with Uds, and heated to a white heat. They are then drawn out and suddenly thrown into a large tank of oil, where, by the chemical action of the liquid on the steel, the pens attain a brittleness that makes them crumble to pieces when pressed between the fingers. After being cleaned from the oil they are tempered, or brought back to the condition of softness and elasticity which they are henceforth to retain. This is done by placing them in a cylindrical vessel, open at one end and turned over a tire, somewhat after the fashion in which coffee is roasted. The action of the heat gradually changes the color of the pens, first from a dull gray to a pale straw-color, next to a brown or bronze, and then to blue. Still the pens are rough, and covered with small metallic particles. To remove this roughness, they are placed in large tin cans, with a small quantity of sawdust, itc. These cans lie horizontally on a wooden frame, and are made to revolve by steam-power, the pens rubbing against each other, and so cleansing themselves. From this process of scouring , they are taken to the grinding-room.” Each individual pen of the 262,080,000 which are annually turned out of this establishment undergoes the process of grinding, which employs one-fourth of the entire number of hands engaged in the manu- factory. W e have previously referred to the difficulty of getting a close slit in a quill pen. The grinding serves the same purpose as the scraping the back of the quill did, as, by weakening a certain 468 PERCUSSION-CAP MACHINE. part of the metal, the point where the slit is made has a tendency to cohere, and so to form * good pen. The pen is simply caught up by a pair of nippers, and held on a revolving bob, and so ground. The pens are now taken to the “ slitting-room.” This work is very light, for the pen is simply placed on a press, and the handle being pulled, a sharp steel tool descends, and the pens are perfect. To secure uniformity of quality, the pens are now looked over, by the points being pressed against a small piece of bone placed on the thumb, and they are then thrown into heaps according to their quality of good, bad, or indifferent. They are next varnished with a solution of gum, and are ready for atfixin? to cards, or boxing, the latter mode of packing being almost universally adopted. PERCUSSION. The centre of percussion is that point in a body revolving about an axis, at which, if it struck an immovable obstacle, all its motion would be destroyed, or it would not incline either way When an oscillating body vibrates with a given angular velocity, and strikes an obstacle, the effect of the impact will be the greatest if it be made at the centre of percussion. For, in this case, the obstacle receives the whole revolving motion of the body ; whereas, if the blow be struck in any other point, a part of the motion will be employed in endeavoring to continue the rotation. If a body revolving on an axis strike an immovable obstacle at the centre of percussion, the point of suspension will not be affected by the stroke. PERCUSSION-CAP MACHINE, by Richard M. Bouton, of West Troy, New York. Fig. 3028 is a front elevation; Fig. 3029, a right-hand profile elevation; Fig. 3030, four views of the transfer appa- ratus, full size; Fig. 3031, the star-punch, with its picker, lower die, and thimble, all in section, full size; Fig. 3032, the forming-punch and its die, in section, full size. This machine consists essentially of two vertical punches, of which one cuts the star or blank, of which the capsule is formed ; and the other forms the capsule by compression. These punches are at their upper ends attached each to its respective arm on the same end of a double-headed lever, and consequently both move at the same time ; and their operations are combined in effect by mechanism, which transfers the star or blank from its punch to the forming-punch. To enable other practical me- chanics to make and use my invention, I will proceed to describe its construction and operation. A A, Ac., is the bed-plate, on which are fixed the frame of the machine and a pedestal, (not shown,) which supports the right-hand end of the branch arbor C C, to which the power is applied. B B, Ac., the frame of the machine, to which most of the working parts are attached. L L, main lever, or double-headed lever, by which the punches are worked. Its long arm is, by a connecting-rod and crank-pin, connected with the crank of the crank-arbor, h h are the short arms or double head, to which are attached R R', the two runners which carry the punches. 1 2 3 4 are the guides through which the runners work. These runners may be operated by cams on an arbor passing over their upper ends or through openings or offsets in the middle of their lengths. In this case the main lever and crank-arbor can be dispensed with, and power be applied to the cam-arbor direct. Iv K K, bench or shelf, projecting from the frame, on which are the die-beds F and F'. The right hand half of this bench is elevated higher than the left-hand half of its length, in order that the star- die on this part shall be higher than the forming-die on the left-hand half, and that the groove or way of the director d d , Ac., which rests on this part, may be on a level with the face of the forming-die V. F, die-bed of the star-punch. This is a square above the bench, and has a round shank passing down into the bench, to which it is fixed by a screw from below. The star-die U has a round hollow shank passing down into this bed, and is supported by a flanch X, Fig. 3031, at its upper end, resting on the top of the die-bed. Within this shank of the star-die is a conical steel tube or thimble vv, Fig. 3031, the lower end of which rests on the director and transfer slide, it reaching up to the cutting part of the star-die. Its internal diameter is exactly equal to the diameter of the star or blank, which, falling from the star-punch through it, is conducted to its proper position on the transfer. The star-punch, with its picker, die, and thimble, are seen in section, full size, in Fig. 3031. F', die-bed of the forming-punch. This is round and has a shank passing down through the bench, to which it is fixed by a screw-nut on it below ; through the axis of this shank, and of the forming-die, operates the elevator e. In a socket in this bed stands V', the forming-die ; its upper surface is on a level with the way of the director d T'". This die is seen in section, full size, in Fig. 3032, Y, as is also Z Z', the forming-punch, which is compound, having an outer shell z, which planishes the flanch of the capsule, and an internal or .centre punch Z', which forms the inside. This centre punch has a shank passing up through the axis of the shell z, and is secured by a cross-key near the bottom, or by a coun- tersunk nut at the upper end. This arrangement, by equalizing the thickness of the several parts, allows a better temper, and consequently insures a more perfect operation and more durability. T T'T', Fig. 3030, three views of the transfer, full size. T, slide, with lower face upward ; b, the boss in which the pin i of the connecting-link l works. T' shows the plate and link in profile, and T" shows it in working position with the connecting-link l attached to it, slides in the way (groove) of the director d T"'. The transfer is operated by the lever or arm t i applied to the pintle i. It will be seen in Figs 3028 and 3029 that the director d T", Ac., with its transfer, pass through the bed F of the star-die; it passes immediately below the star-die and its thimble, in order that the star may fall from its punch through the thimble upon the transfer slide. IT, Fig. 3031, the star-punch. This punch, with its picker, and the star-die, with its included thimble are shown, full size, in vertical section, where q is the picker with its spiral spring above it, and v v the thimble. The office of the picker is to prevent the adhesion of the stars to the face of the punch. C C, crank-arbor, to which the power is applied. On this is the collar and flanch D D, on which is the feed-cam c, which operates the feed-lever f, and through the double hands P P, works the ratchets PERCUSSION-CAP MACHINE. 469 r r of the feed-rollers. Oil the opposite face of this collar is the cam c of the elevator lever E E, which, through the rocking-arbor E' and arm a, raises the elevator e, lifting the capsule out of the forming-die ; it is returned by the spiral spring s ss, Fig. 3028. E" is the anvil on which the elevator rests while a capsule is being pressed ; it has an adjusting screw and nut. G G, &c., cam lever of the transfer apparatus. It is fast on its axis J J, which works in the bracket II H, 6ome part of the fixed frame, so as to draw obliquely inward that end of said lever, and to retract it as soon as the cam a recedes after having performed its aforesaid actions respectively on said stud 11a and plate 116. 490 PIN-MAKING MACHINE. A gage-screw 15 is fitted into the exterior end of the portion 8a of the feeder-frame, against the poin* of which the slide of the feeder stops, when it is carried back in the manner above described by the spring 14. By turning the aforesaid gage-screw 15 out or in, the length of the portion of wire intro duced at each operation of the feeder may be graduated according to the proposed length of the pin When in the rotation of the cam a its rib al comes against the plate 115 of the lever 11, it crowds the lower end of said lever back in the direction of the length of the shaft B, so as to press its upper o 1 ' forked end against the cap 10, pressing said cap against the wire, so that the wire is embraced and firmly held between said cap 10 and the face of the slide 9. and while the wire continues to be held the PIN-MAKING MACHINE. 491 rising face on the periphery of the cam a comes against the stud 1 \d of the lever 1 1, crowding the low sr end of said lever back in a direction at right angles to the length of the shaft B, and consequently carrying forward the upper or forked end of said lever, which, holding on to the stud 9c of the feeder bj the fork in its end, carries forward the feeder, holding the wire in the manner above described. In the regular operation of the machine, where the wire is carried forward by the feeder, the end of the wire enters one of the pointing chucks hereinafter described, which is in readiness to receive it; and in order to insure the entrance thereof a guide is placed near the extremity of said chuck : said guide is in the form of a hollow cone, having its apex directed towards the chuck, and its base towards the feeder. There must be a perforation at the apex of the cone to allow the wire to pass through in a straight line from the feeder to the chuck ; and there must also be an opening made in its side to allow the chuck to carry the pin, or wire, out laterally : said guide may be attached to the cutter-staud or any convenient part of the faxed frame. Before the concentric face a3, before described, of the cam d, leaves the etud 11 d, the rib dl of said ^am will leave the plate 116, so as to allow the spring II to retract the forked end of the lever 11 from the cap 10 ; and afterwards said high concentric part of the cam a passing away from the stud 11a, will leave the feeder free to be carried back by the action of the spring II, till it is stopped by coming against the gage-screw 15. The apparatus for cutting off the wire, and also for holding it after it has been introduced by the feeder, while the feeder is going back and renewing its grasp on the wire, in order to introduce another succeeding portion of wire, is supported by and consists in part of an ad ■ justable frame-piece or stand, which is fastened by a screw on the top of the portion AI of the fixed frame, close behind the frame 8 of the feeding apparatus, as represented in Fig. 3063. At the interior extremity of the stand 16 it has a portion 16a which extends across in front of the interior extremity of 492 PIN-MAKING MACHINE. (lie portion 8 d of the feeder-frame, furnishing in front towards the vertical shaft c (or the centre of the revolving table D) a vertical plain surface at right angles to the line in which the wire is fed into the machine. To the aforesaid vertical face of the portion 16 On this shaft is a small bevel-wheel shown at Figs. 3081 and 3082, which is carried round by having a key projecting into a groove continued the whole length of the shaft. This wheel is carried along the shaft by a projecting piece on the slide b, Fig. 3082, and its motion is communicated to that on the end of the slide-screw in c, Fig. 3081, by means of two similar intermediate wheels placed in slide 6, as above described. The front slide /is not commonly attached to planing machines; but it is valuable where work is tc be done which requires two or three different angled surfaces to be planed, and which can be done with this machine by arranging the slides before starting, no shift being afterwards required. Fig. 3087 shows the slides set at different angles. PLANING MACHINE, SELF-ACTING COMPOUND, by Nasmyth, Gaskeli. A Co. The machine represented in Figs. 3088, 3089, 3090, and 3091 is remarkable for compactness and elegance of arrange- ment, and for the accuracy and dispatch with which a description of work that, previously to the intro- duction of such machines, could only be intrusted to the most expert and skilful mechanic, but which can, by its means, be executed by workmen of the most ordinary capacity. It is especially applicable to the finishing of the numerous small levers used in locomotive engine and tool-making, and is admirably adapted, not only to the planing of the sides and edges of such levers, but also to the finishing of their rounded ends, which otherwise could only be accomplished by the rude and tedious process of chipping and filing. Fig. 3088 is a side elevation of the machine. Fig. 3089 is a view of the front end or face. Fig. 3090, a general plan ; and Fig. 3091, a transverse section through the principal working parts. General description . — The frame upon which the machine rests, and which is used for the purpose of raising it to a convenient height, is composed of two cast-iron cheeks A A, strengthened by flanges, and held together at the lower end by two stay-rods a a. These frames are disposed at an angle to each other, in order to give greater stability to the structure. The main body of the machine consists of a cast-iron table or box B bolted to the frames by internal flanges, as shown in the section, Fig. 3091, and on the upper side of this table are cast the bracket C, carrying the driving-spindle, and the rectangular chamber D, furnished with bearings for the other working parts of the machine. The square cast-iron sliding-bar E, which carries the tool-holder, is accurately planed, and fitted into a recess in the upper portion of the piece D. It is of essential importance that the slide E should move accurately' and with- out play in a rectilinear and horizontal direction, and for this purpose it is secured laterally by the adjusting screws b b, and vertically by the wrought-iron plate or cover c, fixed to the frame by the six countersink screws ddd. On the front end of the square slide E is cast a flat rectangular plate, which serves as the fixed point of resistance to the various motions of which the tool-box is susceptible. The first of these is a rotary motion, which is impressed upon it by a toothed quadrant plate e, worked by an endless screw on the axis f. This arrangement enables the workman to set the tool at any required angle to the work. On the upper edge of that part of the tool-box marked F, is fixed a nut, through which works a screw g : surmounted by a handle or small hand-wheel This screw is used for raising or depressing the tool, and PLANING-MACHINE, SELF-ACTING. 507 thereby adapting it to the diameter or height of the work to be executed, as well as for regulating the depth of cut. The part G, which is thus acted upon by the screw g, is furnished with two parallel cheeks accurately dressed on their internal surfaces, and fitted to receive the tool-holder li. The tool itself is inserted into a square hole passing through the piece h, and fixed firmly to it by two pinching- screws. The tool-holder h is so formed as to admit of a small amount of rotary motion round two centre screws passing through the cheeks of the piece G, and by this means accidents arising from the friction of the tool against the work in the return stroke are prevented. The mode in which motion is communicated to the tool-box is as follows : The extremity of the square slide E opposite to that on which the tool-box is fixed, is traversed by a longitudinal slot or groove i, adapted for the reception of a bolt-head, as shown in the transverse section, Fig. 3091. The projecting part of the bolt passes through a hole in the end of the connecting-rod H, the opposite end of which is attached by another bolt tc a rectangular cast-iron piece I, fixed to the end of the driving- spindle, and acting as a crank for converting the rotary into a rectilinear motion. The crank I is traversed throughout its whole length by a slot i, the form of which, as well as of that in the slide E, is shown in the section, Fig. 3091. By means of these slots the length of the stroke and the position w the tool may be easily and accurately adjusted to suit the work, as will be sufficiently obvious by inspection of Fig. 3088. The driving-spindle works in two bearings, one of which, as before mentioned, is cast on the bed of the machine B, and tire other is formed in the extremity of a bracket bolted to the eide of it. The velocity of the driving-spindle is varied and regulated by means of the cone-pulley J anil fly-wheel K. 3088. The planing of circular surfaces is effected, in this machine, by means of a hollow cylindrical cast-iron Aiandrel L, Figs. 3091 and 3092, accurately turned and fitted into the body of the machine, the centre being exactly under that of the square slide E. This mandrel is provided with a conical bearing on the front end, and is traversed by a malleable iron bolt l, secured to its opposite extremity by a nut. The head of the bolt l is formed into a cylindrical socket, into which, by means of a cotter, is fixed another bolt, having two conical pieces mm, one of which is immovable, and forms part of the bolt, while the other slides upon it, and is adjusted by means of the nut n. These pieces are used for the purpose of fixing the work M, upon which the machine is to operate ; and from their conical form, adapt themselves to any required diameter, so as to insure, without any trouble in setting, the concentricity of the outer surface with the eye. The motion of the mandrel L, with its appendages, is effected by means of the worm-wheel FT, which is fixed to its inner end by a large circular nut screwed to the cast-iron mandrel itself, independently of the bolt l, which passes through it. The worm-wheel N geers with an endless' screw on the horizontal axis o, working in two bearings, oue of which is formed by a small malleable iron piece bolted to the body of the machine D, and the other extends considerably beyond the table, and is supported by the bracket O bolted to it, as shown in the section, Fig. 3091. The axis o, besides the self-acting mecha- nism which we are about to describe, is provided with a handle, by which it can at pleasure be moved by the attendant workman. The self-acting geer, which, in Fig. 3093, is shown detached from the machine, consists of an eccentric P, fixed upon the driving-spindle, and by means of the rod pp, communicating a reciprocating motion to the slotted lever Q, which motion is again conveyed by the rod r r to the smaller slotted lever S. The centres of motion of these levers are respectively on the extremities of the traverse screw v, which is used only in flat planing, and on that of the axis o, of the endless screw, and on these centres they are fitted to move loosely without turning them. The slots which traverse the levers are for the purpose of altering the feed to any required amount. The motion of the levers is communicated to their axes by the double pawls q and s, which work respectively into the wheels R and T, fixed upon their centres v and o. These wheels act in this case as ratchet-wheels, and from the peculiar form given to the pawls, they may be made to move either backwards or forwards by simply reversing the direction of the pawls. For the purpose of planing flat surfaces with this machine, it is provided with a cast-iron face-plaia G U, which is traversed by several slots, cast on its exterior surface, and adapted to receive the bolts by which the work is to be fixed to it. The back of the face-plate is planed and fitted to move trans- versely along the slide V, by means of adjustable dovetail pieces, in the manner we have already so requently had occasion to describe. This motion is effected by means of the screw v, which is worked 508 PLATE-BENDING MACHINE. by the mechanism above described, and which, having a bearing at each end of the slide V, passei along a recess cast in its surface, and works into a brass nut fixed on the back of the face-plate U. The traverse screw v is provided with a handle w, for the purpose of setting the work into its proper position under tire tool, before bringing the self-acting mechanism into geer. noon. PLATE-BENDING MACHINE, by Robert Napier, Glasgow. This species of machine, originally confined to the tinsmith's shop, has recently — enlarged in its dimensions and rendered more complete in its mechanism — become indispensable in the operations of boiler-making and iron-ship building, in whicti plates are required to be bent to various degrees of curvature. The example given is the design of Mr. Elder, the manager of Mr. Napier’s works, and is one of the largest yet made, being intended principally for use in the building yard, where plates of greater thickness come under operation than those required in boiler-making. Fig. 3098 is a side elevation of the machine, and Fig. 3099 an end view towards the driving-geer. Fig. 3100 is a plan corresponding to Fig. 3098. General description . — The frame of the machine consists of two very strong end standards A A, cast with soles to admit of their being bolted down to a solid stone foundation. They are braced together by four strong rods of malleable-iron a a a, the screwed ends of which pass through projections on the standards, of such thickness that the nuts by which they are secured are nearly flush with the outside of the frames, thus obviating the necessity for having the geering far overhung. The three rollers BCD are solid ; the dimensions of each being 12 inches diameter, and 10 feet long within their bearings. The two rollers B and C are placed in the same vertical plane; but the third roller D moves in a plane inclined at an angle of thirty degrees to the vertical plane. On one end ot the roller B is keyed a strong pinion E, which geers with another pinion of the same size marked G on the end of the lower roller C. On the opposite end of this last is fixed a large spur-wheel H into which works a pinion I on the shaft J, which has a bearing in each of the two standards, and carries on its other end a large spur-wheel K, commanded by a pinion upon the driving-shaft L. One end of this shaft is carried in a bearing in the adjacent standard of the machine, and the other in an independent standard M bolted to the foundation. It carries four pulleys, two of which, N O, are fast upou the shaft, and the other two, P Q, of double the breadth of the former, are loose. On these are two belts, the one cross and the other open, so that the rollers may be driven in either direction according as the motion is communicated by the open or the cross belt. The belts are shifted on their pulleys by means of the hand-bar R, on which are the guide-arms S T, so placed that in reversing the motion of the machine, the belt thrown out of action shall have passed entirely from its fast pulley before the other shall have passed from its loose pulley to the fast one. This arrangement obviates the injurious effect so common in machines furnished with this species of driving-geer, of the one belt acting against the other during a part of the time of shifting, thereby occasioning much unnecessary tear and wear of the belts. The upper roller B is adjusted to the thickness of the plate to be bent by two strong set-screws U IT, which work in hexagonal brass nuts inserted into recesses in the standards. These screws bear againel PLATE-BENDING MACHINE. 509 a steel plate resting upon the brass block in "which the roller revolves, and which is of course placed over the journal, the pressure being upwards ; and thus the roller is kept pressed down upon the plate, as it passes through the machine in the operation of bending. The roller D is adjusted to the required position by the double hand-crank on the upper end of the vertical spindle b b, which communicates by means of a pair of small bevel-wheels c c with the screws dd, working into long brass nuts ee inserted in recesses of the frame. The upper ends of these nuts support the bearings of the roller, which may consequently be raised and lowered at pleasure, according as the spindle is turned in one direction or the other. The nuts ee are prevented from turning round with the screws by feathers upon the back of the brasses fitting into grooves on the ends of the nuts In machines of this kind it is common to provide geering for working both ends of the shifting-roller simultaneously, so that the rollers may always preserve their parallelism. But in the present example that mechanism has been purposely omitted, to adapt it for bending the same plates with different de- grees ot curvature at the opposite edges ; a description of work much required in the building yard and Tther CaD ° Dly be effected by “S one end of tlle mov able roller D proportionally higher than the Action of the machine . — From this outline of the arrangement, the action of the machine will be easily understood. Motion being communicated through one of the belts to the driving-shaft L, the pinion upon the end of that shaft geering with the large wheel K gives motion to the shaft J ; this mo- tion by means of the pinion I, is transferred to the large wheel H, which is fast on the under roller C 510 PNEUMATICS. This roller being put in motion, communicates an equal velocity to the upper roller B by means of the pinions E and G which geer together. The roller L>, the position of which determines the degree ot curvature ot the plate under operation, is only driven by the friction of the plate against it as it passes between the two other rollers. Literal references. 3099. A A, the end standards of the machine. a a a, stay-rods, 2 inches diameter, for connecting the two standards. B, the upper roller, 12 inches in diameter, and 10 feet long between its bearings, which are 51- inches in diameter. C, the lower roller, of the same dimensions. D, the shifting-roller, of the same dimensions. b, the upright spindle for setting the roller D. c, small bevel pair worked by the spindle b. il, a screw, 2§ inches diameter, and § inch pitch. e, brass nut into which the screw d works. E, a pinion on the end of the top roller B ; pitch 2i niches, number of teeth 1 G. G, a similar pinion on the lower roller C. H, a large spur-wheel on the opposite end of the roller C; pitch 1J inch, number of teeth 100. I, a pinion of 13 teeth, working into the spur- wheel H. J, a wrouglit-iron shaft conveying motion to the pinion I from K, a spur-wheel at the opposite end of the ma- chine ; pitch 11 inch, number of teeth 75. L, the driving-shaft of the machine. M, a standard for supporting the exterior end of the driving-shaft. N O P Q, fast and loose pulleys for setting in mo- tion, stopping, and reversing the machine. R, the hand-bar for shifting the belts. S T, guide-arms fixed on the hand-bar R. U U, screws for adjusting the top roller. PLATINUM. (So called from the Spanish word plata, silver, on account of its color.) A metal of » white color, exceedingly ductile, malleable, and difficult of fusion. It is the heaviest substance known, its specific gravity being 21'5. It undergoes no change from air or moisture, and is not attacked by any of the pure acids ; it is dissolved by chlorine and nitromuriatic acid, and is oxidized at high tempera- tures by pure potossa and lithia. It is only found in South America and in the Uralian Mountains : it is usually in small grains of a metallic lustre, associated or combined with palladium, rhodium, iridium, and osmium ; and with copper, iron, lead, titanium, chromium, gold, and silver ; it is also usually mixed with alluvial sand. The particles are seldom so large as a small pea, but sometimes lumps have been found of the size of a hazel-nut to that of a pigeon’s egg. In 1826 it was first discovered in a vein associated with gold, by Boussingault, in the province of Antioquia, in South America. When a perfectly clean surface of platinum is presented to a mixture of hydrogen and oxvgen gas, it has the extraordinary property of causing them to combine so as to form water, and often with such rapidity as to render the metal red- hot : spongy platinum, as it is usually called, obtained by heating the ammonio-muriate of platinum, is most effective in producing this extraordinary result ; and a jet of hydrogen directed upon it may be inflamed by the metal thus ignited, a property which has been applied to the construction of convenient instruments for procuring a light. The equivalent of platinum is about 98. It is precipitated from its nitromuriatic solution by sal ammoniac, which throws it down in the form of a yellow powder, composed of bichloride of platinum and sal ammoniac. PNEUMATICS. The science which treats of the mechanical properties of elastic fluids, and particu- larly of atmospheric air. Elastic fluids are divided into two classes — permanent gases and vapors. The gases cannot be con- verted into the liquid state by any known process of art ; whereas the vapors are readily reduced to the liquid form by pressure, or diminution of temperature. In respect of their mechanical properties there is, however, no essential difference between the two classes. Elastic fluids, in a state of equilibrium, are subject to the action of two forces ; namely, gravity, and a molecular force acting from particle to particle. Gravity acts on the gases in the same manner as on all other material substances ; but the action of the molecular forces is altogether different from that which takes place among the elementary particles of solids and liquids ; for, in the case of solid bodies, the molecules strongly attract each other, (whence results their cohesion,) and, in the case of liquids, exert a feeble or evanescent attraction, so as to be indifferent to internal motion ; but, in the case of the gases, the molecular forces are repulsive, and the molecules, yielding to the action of these forces, tend incessantly to recede from each other, and, in fact, do recede, until their further separation is prevented by an exterior obstacle. Thus, air confined within a close vessel exerts a constant pressure against the interior surface, which is not sensible, only because it is balanced by the equal pressure of the atmos- phere on the exterior surface. This pressure exerted by the air against the sides of a vessel within which it is confined is called its elasticity, or elastic force, or tension. Conditions of equilibrium. — In order that all the parts of an elastic fluid may be in equilibrium, one condition only is necessary ; namely, that the elastic force be the same at every point situated in the same horizontal plane. This condition is likewise necessary to the equilibrium of liquids, and the same PNEUMATICS. 511 circumstances give rise to it in both cases ; namely, the mobility of the particles, and the action of gravity upon them. Conceive a close vessel to be filled with air, or a gas ; and let a and b be two molecules situated in the same horizontal plane. It is evident that if the two molecules are in a state of equili- brium, the force with which a repels b must be exactly counteracted by that with which b repels a, for otherwise motion w y ould take place. The same thing takes place in respect of every horizontal section of the gas ; but the pressure on each section varies with its altitude. Suppose c and d to be tw r o mole- cules situated in a horizontal section, lower than that in which are a and b. It is evident that the mole- cules c and d sustain a greater pressure than a and 6; for, in -the first place, the whole of the pressure on a and b is transmitted to them by the principle of the equality of pressure in all directions ; and, in the second place, they sustain a new pressure, arising from the weight or gravity of all the molecules situated between the two horizontal planes a b and c d. The principle which has just been explained is proved experimentally by the diminution of the pres- sure of the atmosphere at greater altitudes. A column of air reaching from the ground to the top of the atmosphere exerts a pressure equal to the weight of a colunrn of mercury of the same diameter, and whose height is equal to that in the barometric tube. Now, on carrying the barometer to the top of a mountain, for example, the mercurial column is observed gradually to become shorter as we ascend ; and the diminution of the column, and consequently of atmospheric pressure, is connected with the in- crease of altitude by a certain constant law, which enables us to deduce the one from the other, and to apply the barometer to the very important purpose of determining the relative altitudes of places on the surface of the earth. The volumes of gases are inversely as the pressures which they support. — This fundamental property of elastic fluids is called the Law of Mariotte , from its having been discovered by that philosopher in France. It has been verified in several ways, on all the known gases ; and, in the case of dry air, its verification has been pushed, by MM. Dulong and Arago, to pressures equivalent to twenty-seven at- mospheres. (Lame Gours de Physique.) It also holds true in respect of vapors or steam, subjected to a smaller degree of pressure than that which is necessary to reduce them to the liquid state ; and even for mixtures of different gases. It is important, however, to observe, that it is supposed no variation of temperature has taken place during the experiment. The density of bodies being inversely as their volumes, the law of Mariotte may be otherwise ex- pressed, by saying, the density of an elastic fluid is directly proportional to the pressure it sustains. Under the pressure of a single atmosphere, the density of air is about the 770th part of that of water; whence it follows that, under the pressure of 770 atmospheres, air is as dense as water. Thus, the average atmospheric pressure being equal to that of a column of water of about 32 feet in altitude, at the bottom of the sea, at a depth of 24640 ( = 770 X 32) feet, or 4f miles, air would be heavier than water ; and though it should still remain in a gaseous state, it would be incapable of rising to the surface. Effects of heat on the elasticity of the gases. — The repulsive energy of the molecules of the elastic fluids is greatly augmented by an increase of temperature ; and it is of the utmost importance in many physical inquiries to ascertain the relation between the temperature and the elastic force. If the air and several other gases, sustaining the same constant pressure, are exposed to an increase of tempera- ture which affects all of them equally, it is proved, by observation, that they all undergo an equal ex- pansion ; that is to say, the increase of volume of all the gases is the same for equal augmentations of temperature, and proportional to these augmentations. Experience also shows that, within a considera- ble range of temperature, the indications of the air thermometer differ very little from those of the mer- curial thermometer ; so that, within this range, the expansion of any gas whatever is proportional to the increase of temperature indicated by the degrees of the ordinary thermometer. From the temperature of melting ice to that of boiling water, or from zero to 100° of the centigrade thermometer, Gay-Lussac found the expansion of air subjected to a constant pressure, to be in the ratio of unity to 1'375 ; which gives an expansion of 000375 for each centigrade degree. This being assumed, let Y be the volume of any gas at the zero temperature, P its elastic force, or the pressure it sustains, and D its density. Let a = '00375, and suppose the values of V and D to become V' and D' when the temperature is in- ti eased t degrees; then the pressure P being supposed constant, we have evidently V' = V(1 + denote the Dew pressure, and d the corresponding density; the law of Mariotte gives p d P : D 1 ::p: d, whence p = — ; p and, on substituting for D' its value given by the preceding formula, and making — = k, we obtain . p = kd{ 1 + at) for the expression of the elastic force of any gas in a function of its density and temperature. The coefficient k is constant for the same gas, but has a different value for different gases, depending on their densities or specific gravities. With respect to atmospheric ah', its value may be found thus : The density of air, compared with water, is 0'0013, and that of mercury 13'59 ; therefore, supposing the height of the barometer to be 30 inches, the value of k, or the height of a column of air of uniform den- sffy, exerting on its base a pressure equal to that of the atmosphere, is 30 in. X — = 313860 inches ar 26155 feet, (about five miles,) the temperature being that of freez-water 512 POLARIZATION OF LIGHT. Of the motion of the gases. — Elastic fluids, in escaping from a vessel by a small orifice or tube, into a vacuum, observe, like liquids, a law first discovered by Torricelli ; namely, that the velocity of the mole cules, when they escape from the orifice, is equal to that which they would have acquired by falling through a height equal to the height of a vertical column of uniform density, producing the same pres- sure as is exerted by the gas at the level of the orifice. Thus, it has just been shown that the pressure of the atmosphere, when the barometer stands at 30 inches, and the temperature is that of freezing, is equal to that which would be produced by a column of air of uniform density extending to an altitude of 26155 feet. Now, putting g = the accelerating force of gravity = 32 feet per second, the velocity which a heavy body would acquire by falling in a vacuum from a height of 26155 feet, is ^/(2 g X 26155) = 8^/26155 = 1294 feet in a second; which, therefore, is the velocity with which air rushes into a vacuum. If the temperature varies, the velocity will vary also, and will become 1294 -J (1 -+- a t). For example, if the temperature were 16° centigrade, (about 61° of Fahrenheit,) the velocity would be 1332 feet per second. Since the densities of the gases are proportional to the pressures they support, air will always rush into a vacuum with the same velocity, whatever its density may be in the vessel from which it escapes ; for the homogeneous column of the same density, and exercising the same pressure as the air in the vessel, must, in all cases, have the same altitude. The velocities with which the different gases enter a vacuum are inversely as the square roots of their densities ; for they are proportional to the square roots of the altitudes from which the molecules are supposed to fall, and these altitudes are inversely as the densities. Thus, hydrogen gas, the lightest of all the gases, and whose density is only 00688 of that of air, would enter a vacuum with a velocity of 4933 (=1294 divided by the square root of 0-0688) feet in a second. It is to be remarked, however, that all those laws relative to the flow of gases, are rather inferences from theory than truths demon- strated by direct experiment. In the case of air or any gas flowing into a space containing a gas of an inferior density, the velocity will be the same as that of an incompressible liquid of similar density with the effluent gas, and capable of exercising a pressure equal to the difference between the pressures of the two gases. Taking, for example, the case of a gas flowing from a gasometer into the atmosphere : let h denote the height of the barometer, and h + II that of the column of mercury exercising a pressure equal to the elasticity of the effluent gas, so that 11 is the difference of the two pressures. Also, let A denote the density of mercury, d that of the gas in the gasometer corresponding to the pressure h -f- H, and v the velocity per second ; then Now if, in the formula p — hd(\ -f- at ), we substitute the pressure in the gasometer (A -f- H) A for p, and also for k its value as above determined in feet, this expression will become, w 1 294 ,/ j (1 + a () | , where v is expressed in feet. If, therefore, A denote the area of the orifice in feet, the volume or num- ber of cubic feet discharged in a second will be v A. It is to be observed, that the volume thus deter- mined is the volume of a gas of the same density as in the gasometer ; if it were required to find the number of cubic feet, at a different density, corresponding to the pressure of a mercurial column whose height = h\ it would be necessary to multiply the above expression by the ratio (h -}- H) —■ h'. From the experiments of D’Aubuisson, it has been ascertained that air, in passing through an orifice pierced in a thin plate, forms a vena contracta, whose area, as in the case of a liquid, is 065 of the area of the orifice. The application of cylindric adjutages increases the quantity issuing through the orifice to 0'93, and a conical tube to 0'95. The length of the adjutage may be 20 or 30 times the diameter of the orifice before the discharge begins to be diminished by friction. If, therefore, we suppose the gas to flow through a cylindric tube, and assume the multiplier 0’93 ; and also express the area of the orifice in terms of the diameter of the tube, which we shall suppose = in feet ; then, observing that 4 A = 3T4159w 2 , the formula for the number of cubic feet discharged in a second, the density being measured by h -f H, will become 945 wV lrFH ( 1 +a<) S- POLARIZATION OF LIGHT. Light which has undergone certain reflections or refractions, or been subjected to the action of material bodies in any one of a great number of ways, acquires a certain modification, in consequence of which it no longer presents the same phenomena of reflection and trans- mission as light which has not been subjected to such action. This modification is termed the polari- zation of light ; its rays being supposed, according to particular theoretical views, to have acquired poles (like the magnet) or sides with opposite properties. The polarization of light may be effected in various ways, but chiefly in the following : 1. By reflec- tion at a proper angle from the surfaces of transparent media, as glass, water, &c. 2. By transmission through crystals possessing the property of double refraction. 3. By transmission tlirough a sufficient number of transparent uncrystallized plates placed at proper angles. 4. By transmission through a number of other bodies imperfectly crystallized, as agate, mother of pearl, itc. The saccharometer lately invented is based upon this property of light, POTASSIUM. This extraordinary metal was discovered by Davy, in the year 180Y, and was one of the first fruits of his researches into the chemical powers of electricity. Its properties are so remark able, that it was for a time doubted whether it could with propriety be placed among the metals ; but •he progress of discovery has removed all difficulty upon that point, by making us acquainted with PRESS, PROGRESSIVE-LEVER STEAM. 513 other metallic substances, the properties of which are, as it were, intermediate between those of potas- sium on the one hand, and the common metals on the other. One of the striking peculiarities of potassium is mechanical rather than chemical, namely, its low specific gravity, it being the lightest known solid ; another is its intense affinity for oxygen, and its consequent energetic action when placed upon water, where it immediately takes fire. The specific gravity of potassium is - 865 at the tem- perature of 60° ; it is solid at the ordinary temperature of the atmosphere; at 80° it becomes soft, and at 150° is perfectly liquid; at 32° it is brittle, and has a crystalline texture. In color and lustre it resembles mercury. Its attraction for oxygen is such that it immediately loses its brilliancy on ex posure to air, and becomes converted into potassa. PRESS. Under the head of hydrostatic press will be found a full description of Bramah's most useful invention, and this is in general use for the billing of goods for shipment, for the pressing of paper among printers and lithographers, for the corrugation of iron and metals. It was used by Stephenson for raising the tubes of the Conway and Menai Bridges, and by Brunei for the launching of the Levia- than. It is the most compact of all machines for the transfer and multiplication of power, but is slow in its operation, as usually the speed when driven by power is the same with and without the maximum lead. To obviate this difficulty, a steam press has been invented by Philos B. Tyler, called the Progres- sive Lever Steam, lGth January, 1845, which is extensively used in the baling of cotton. 3099. 3100. Looking to the fact that at the commencement of the operation the resistance is very small, scarcely perceptible, and gradually increases as the density of the cotton increases under the action of the press. Mr. Tyler conceived the happy thought of interposing between the piston-rod of the engine and the fol- lower of the press, what are known in mechanics as progressive levers ; that is, levers so arranged that at the commencement of the operation, when the resistance presented by the cotton is at its minimum, the arms in connection with the follower shall be at their greatest length, and those in connection with the piston at their shortest, and, as the resistance increases, that these relations of the arms of the levers shall be changed gradually and in proportion to the increasing resistance of the cotton, until at the end of the operation — when the cotton presents its maximum resistance — the arms of the levers in connec- tion with the piston shall be at their greatest length, and those in connection with the follower at their Bh ortest. By this combination, mechanically true and admirably adapted to the purpose, Mr. Tyler was enaoled to produce a steam-press which will compress a bale of cotton within the smallest practicable compass with a steam-cylinder and piston of very small capacity, and economize to the utmost the consumption of steam ; for at no time from the commencement to the end of the operation, is there any more steam applied and consumed than what is necessary to meet and overcome the resistance presented by the cotton and the necessary friction of the mechanism. Vol. II.— 33 514 PRESS, ANTI-FRICTION CAM. There are various modes of applying the principle of this invention, for there are various modifica- tions of the progressive lever, all of which may he employed to form the connection between the piston and the follower of the press, on the principle invented by Mr. Tyler ; but the arrangement selected and adopted by bin) is represented in the accompanying engravings, in which Fig. 3009 is a front, and Fig. 3040 a side elevation. In this arrangement the bed a is inverted and attached to the under side of a beam b of the frame, •o the upper side of which beam is secured the cylinder c, of the steam-engine, to avoid undue strain on the frame ; for in this way the beam is simply exposed to a crushing force. Within the cylinder there is a piston of the usual construction, the rod d of which is provided on ojv- posite sides with cogs e e, to form two racks which engage the cogs of two sector-racks ff that turn on fulcrum-pins g g. As the fulcrum-pins of these two sectors have to bear the brunt of the power applied, the boxes in which they turn are secured at the angles formed by a cross-beam h, and the sides ii of the frame, and from the under side of this cross-beam, there are two diagonal braces which extend down to, and rest on the beam b, each side of the steam-cylinder. The sectors are connected with the follower R of the press by means of four connecting-rods III l, two on each side. The steam-cylinder is provided with the requisite steam and discharge pipes and valves, by means of which the attendant admits steam from a boiler to the under side of the piston, and, at the end of the operation, permits it to escape. From the foregoing it will be seen that when steam is admitted the piston is forced up, which causes the two sectors to vibrate, and by reason of their connections to draw up the follower, forcibly com- pressing the cotton between its upper surface and the under surface of the bed until the cotton is com- pressed into a bale m , of the required density, which is then tied up in the usual way. It will be observed that the line of action of the piston-rod on the two sectors is always at the same distance from their fulcra, so that these two will be constant levers during the entire operation, but the connecting-rods attached to the follower being jointed to the sectors, as these vibrate upwards, the lines of the rods gradually approach the fulcra ; hence the leverage of these connections gradually decreases during the operation ; and from this it follows that the leverage power with which the piston acts on the follower, gradually increases in the ratio of the increasing resistance of the cotton. This is a good form of press, both from the soundness of the principle on which it rests, and the sim- plicity of the mechanical arrangement employed to carry out that principle. In practice it is found to economize fuel and labor, and is so easily managed by ordinary hands that it will supersede many other presses for this purpose. A press similar in principle to this, but worked by hand instead of power, is used in many of the smaller cotton factories for the baleing of goods. PRESS. Dick’s Anti- Friction Cam. For punching and shearing iron and metals, a new principle of press has been introduced by Mr. Dick of Meadville, Pennsylvania, called the anti-friction cam: the machines are extensively made at Holyoke, Massachusetts. The principle of their construction will he readily understood from the following cuts and description : Fig. 3103 represents the elevation, Fig. 3103 a section, and Fig. 3104 the combination of cams on a larger scale of one form of these presses intended for a punch. A A are two eccentric wheels ; B is a roller between ; c c are two pairs of sectors, constituting the hearings of the axes of the eccentric 310 .!. 3103 . PRESS, ANTI-FRICTION CAM. 515 wheels ; D D are sections of the follower and bearing of the sectors. The axes of the sectors are angu- lar or edge shaped. The centre roller B is made to revolve by means of the winch or lever E, which carries by its tractive qualities the two eccentric wheels A A, the axes of which having their bearing on the face of the sectors, 3104. 3105. 3106. are transferred the length of their faces right and left ; and as the sectors are edge shaped at their centre of motion o o, they necessarily revolve free from the impediment of rubbing surfaces, and consequently without friction. When the eccentric wheels have made their revolution, the follower will have moved the sum of two eccentrics. When the press is constructed so that the follower movis down, a spring G may be used to return the moving parts to their places when the press is relaxed. requiring but little movement or traverse of the follower. A A, Fig. 3104, are two eccentric sectors ; B is a centre roller ; C C are sections of the follower and Bearing. Fig. 3106 is an edge view of the same, showing the longitudinal extension of the edges con- 516 FEINTING MACHINE. stituting the axes of the sectors. Fig. 3107 is a view of the same as it is set in the frame, with one side of the frame removed. Fig. 3108 is an edge view of the same with frame and lever all complete. For further illustration of mechanical devices which maybe ranked among presses, see Embossing Machine, Punching and Shearing Machine, Printing Press, etc., etc. PRINTING MACHINE, S. W. Francis’ Patent. The principal feature of this invention consists ir. arranging a row of hammers in a circle, so that, when put in motion, they will all strike the same place, which is the centre of the said circle. The paper is not touched by the operator till the page is finished, being worked by means of a spring and catch, so connected with the keys, that it moves the pa- per the distance of one letter whenever a key is struck. On the face of each hammer a letter is cut in relief, in such a position, that its impression on the paper is parallel with those of the others. When within four letters of the end of the line, a little hell rings, giving notice to the operator that the word, if of more, than one syllable, must he divided by a hyphen. At the end of each line, the “car,” which carries the paper, is drawn back, and the paper is moved the distance of two lines, in a direction perpen- dicular to the printed line, by means of a catch hereinafter described. The keys are connected with actions somewhat similar to those used in pianos, by means of wires and hell-cranks, which actuate the hammers. There is also an arrangement for rendering the simultaneous action of two or more hammers impossible. It is obvious that by causing two or more hammers to strike against each other, serious in- ; ury would be caused — rendering machines, where key-boards are used, practically useless. Fig. 3109 represents a top or plan view of the machine (in part); fig. 3110 a detailed section of an action and hammer, and fig. 3111 an open and front view of the stop-bolts beneath the keys, for the purpose of preventing the downward motion of more than one at the same time. (Fig. 3109). B is one of the sides, which together with the cross-bars F and C, fig. 3110, forms part of the frame to which all parts of the mechanism are secured. Fig. 3110. The keys K L , K 1 L, are disposed in a longitudinal series under the cross-bar C. They all carry a counter weight M, which brings them by gravity to rest against the board A. Their downward motion is checked by a cross-bar into which the screw R enters — two pi?.s act as guides for each key. Under and between the keys, (fig. 3111,) a row of vertical stop-bolts P Q, P Q',P" Q”, are pivoted by screws^, It', It", and are in contact with each other; the tops are bevelled on both sides, and are lodged in corresponding recesses of and between the keys. The recesses are made twice as large as the tops of the stop-bolts PQ, P' Q', which enter them. By this arrangement it is impossible to bring down more than one key at the same time ; for supposing a key K', depressed, the stop-bolt P Q, placed on the left side of the key, with all the other stop-bolts on the same slide is pushed simultaneously in the same direction. The same effect is produced on the right side Tie- ginning with stop-bolt P' Q', and so on. If, however, it is attempted to bring down two keys at once, all the stop-bolts between them, being equally pressed to the left and right, will keep their places directly under the spaces between the keys, whereby the two keys which are acted upon, are prevented from coming more than A of an inch. (Fig. 3109.) The keys are connected with the “ actions ” by means of wires V, V, V, S, S', S’, and bell cranks T, T', T". These actions and the hammers are attached to a circular frame F, (in fig. 3110,) which is fastened to central opening of the board A, (fig. 3110). Each action is composed of a rocker p movable on a fulcrum, of a pawl p, having its fulcrum attached to the upper end of the hammer at Z. When a key K , is depressed, that part of it to which the wire S is attached at o", pulls upon the rocker p , moving the pawl p, and thereby causing the hammer V to strike the stud PI. (Fig. 3109). An arm h projects, from which hangs a stud, fig. 3110, against the end of which all the hammers are made to strike. This arm moves on a cam, and is turned up on either side, while the paper is put in the car g' d' e' , which moves on rails c, V . The inking is effected by a silk band p, which is carried on four pulleys similar to l, secured .on two sliding brackets similar to z v. The brackets may be elevated when the band is inked — it retaining ink for four days. The paper is carried upon a “ car,” sliding between two rails c b ' ; this car consists of a quadrangular frame d' e' f g' , supporting two rollers h i', and the heavy flat bar J', to which the latter is united by means of levers p q , n' n', and rod m' , in such a manner, that when J’ is raised from the frame, along a circle the centre of which is at n' , the roller i' is equally raised by moving round the axis p q . The paper to be printed is first placed upon the roller h 1 , the roller I is then brought down upon it, and the weight of the bar J' causes the rollers to hold together. The car is propelled by a spring power, which consists of a spiral spring pulling the car by means of string s' passing over pulleys in a direction contrary to the lines to be printed. To the opposite end of the car is atfached a cord a', which, passing over a pulley, winds around a barrel b " ; the latter is firmly mounted upon a round disc c" , which is furnished with a row of pins near the periphery thereof, d is a catch ; on the under side it has a notch, through which the pins may pass in one direction only ; this is effected by means of a spring which causes the opening by the pressure of the pins against it, thus es- tablishing a bar against the passage of the said pins ; hence, against the revolution of the disc in that direction. The catch is connected by a proper system of leverage with the frame g h and the. side of the caseing. The frame bears against a stud by means of a spring, but when acted upon by either of the levers L, (fig. 3110,) it will also actuate the catch by withdrawing the spring from the said pressure of the pins. The spring thus relaxed allows the passage of one pin, but backs against the next following one. These are the means employed to feed the “ car,” and consequently the paper, the distance of one single letter, until the whole line is completed. The knob q", is then pulled so as to bring the stud PL, (fig. 3110,) to bear against the first letter of the next following line. The moving of the paper in a direction perpendicular to the lines is effected by means of a spider-wheel v", made fast to the shaft end of the roller I, and by means of a lever S", and spring it. When the car is pulled to the right, one of the spokes of the spider-wheel v" is pressed against the inclined side of the lever S", and is turned the distance of two lines ; but when the car goes back, the spring u plays and the position of the spider-wheel v" remains unchanged. Tht> pulley similar to l ia FEINTING MACHINE, 517 518 PRESS, LITHOGRAPHIC PRINTING. free on the shaft of the band pulley, and carries a ratchet so arranged in relation to a ratchet wheel up* on the shaft, that when the car is moved to the right the pulley turns freely, and when the car moves te the left, the pulley carries the other pulley with it ; the band is thus caused to follow the movements of the car, and every letter strikes it in a different place. The band is placed between two pieces of paper, a thick one below and a thin one above ; by this means two copies are printed at the same time and with equal facility. The above description with the cuts, explains fully the construction of a machine necessarily some- what complicated, but not necessarily liable to derangement by use. On examining the above cut or perspective view of the complete machine, it will be seen to resemble a piano in its general form and arrangements, in its finger-board, and in the position of the manuscript or rather proof. The keys re- spond as easily to the touch, and the letters appear on the paper in front of the operator. The average size of this portable machine is two feet square, not much larger than a writing desk. FRINTING-PRESS, LITHOGRAPHIC. Fig. 3109 is a front elevation of a lithographic printing press, by William Smart, of London. The principle of it consists in the whole of the press-work, with the ex- ception of the operation of laying on and taking off the paper, being performed by a series of movements resulting from the first motion given to the machine, and not requiring the aid of hand labor to perform the work as heretofore. A portion of the standard frame is removed at one end. A A are the stand- ard and body frames of the machine. B E is the driving-shaft and pinion, receiving motion from steam or any motive agent, and communicating the same to the wheel C, which takes into and geers with D, thereby giving motion to the wheel G, which drives the pinion F. Keyed on the main shaft with the PRINTING PRESS. 519 pinion F is a large toothed wheel H, moving loosely on its centre or shaft, the periphery of which i? perforated with the stud holes at the side, of sufficient size to enable the studs, when brought in con- tact witli them, to enter into and take hold of the wheel H ; for this purpose a ring or disk of metal keyed to the main shaft with the projecting studs is employed, so that by any lateral action, caused bv a shifting clutch-box on the main shaft, the wheel II may be coupled witli the fixed disk by the studs entering into and uniting the two together, and revolve with the main shaft ; mounted, also, upon this shaft, there is a concentric double-action motion rack I, in which a pinion takes into, first on the outside thereof, thereby causing the toothed wheel II to be thrown in play during the printing process in one direction ; and secondly, on the inside, by passing through an opening in the periphery of the rack, and reversing the wheel. J is a horizontal rack, moving longitudinally in the direction of a machine, in a suitable iron bed, in geer with the large toothed wheel H. K is a wooden bed or sleeper fixed to the traversing-frame, on which a rectangular slab of slate is fitted to receive the stone L at the top. M are surplus head standards carrying the wetting and inking apparatus ; this part of the improvement con- sists in giving motion by means of the endless strap from the driving rigger on the main shaft to the doctor ink-roller, which revolves at right angles with the supply and distributing rollers situated under- neath, in the manner represented by the figures 1, 2, 3, 4, 5, 6, *7, 8, 9 ; for example, by the revolution* of the rollers 2 3 moving on the face of the doctor they receive ink therefrom and convey it, through the intervention of other rollers, to the stone, thereby completing the process of inking in the manner de- scribed. N is the water-trough and sponge-box. It consists of a vessel of water having a series of tubes passing through the bottom of the box with their upper ends above the surface of the water, whilst their lower ends communicate with the sponge. A warp of cotton is placed in the upper ends of the tubes, and allowed to descend into the trough below the water, which causes, by capillary att-rs - tion, the water contained in the trough to pass down the tubes in connection with the sponge, and supply it with water without overcharging it. This box is brought down on the surface of the stone when passing under for the purpose of wetting, and remains until the subsequent process of inking is per- formed, when, upon the stone returning to the centre of the machine from which it started, to receive the paper, the action of a cam, so operating upon a vertical rod in connection with it, causes the box to be raised and the stone to pass out in readiness for the next operation. O is a small framing mounted on the body standards A, for carrying the scraper and tympan-roller P. Q is the scraper, fixed to a strong cross-head, which is regulated to any height by the screw R in the centre. S is the tympan-cloth, which is fixed at one end to a bar T ; the other end is coiled round a roller P, on the shaft of which a pulley-wheel is fixed, having a cord or rope bearing on it in such a manner that by the effect of this rope passing over another pulley, suspended at a distance apart, as shown, it shall cause, by the action of a weight at one end, the tympan-cloth to be kept stretched, so that when the traversing-frame, witi; the stone, is passing under the scraper, it may catch hold of the bar T, and by the onward motion of the traversing-frame unwind the tympan-cloth and lay it over the stone until it shall have passed under the scraper and completed the printing operation. When, by the pressure being withdrawn from un- derneath the stone, the weight suspended from the end of the cord in connection with the pulley P is then the medium through which the bed and stone is driven back into the centre of the machine ready for the next operation, by reason of the weight acting in such a manner that when the tympan-cloth has been unwound and placed on the surface of the stone, the mode of again winding it up is only effected by the proximity of the bar T to the roller P producing the diminution in the space from the contraction of the tympan-cloth. To apply the power to the scraper and the traversing-frame, a pressui e roller is employed, actuated by a cam producing pressure at given times, such as when the stone is passing under the scraper ; but as soon as it has performed such operation the pressure will be with- drawn, and the means employed to assist its return rendered free to act. There is an arrangement, consisting of a long bar or bearer U, with a counterbalance weight affixed; this bar passes along (he sides of the frame-work, and touches the boss of the cam-wheel V, to which is attached a concentric arm revolving with it ; the movement produced by such means on the long lever is for throwing a stop behind the traversing-frame and checking its further progress when not required, at the same time, giving to it an elasticity by the application of a spiral spring, so as to prevent concussion. On the means employed for throwing the driving-wheel H in and out of geer, depends the proper working of the machine. The means of employing studs, as described, consist in fixing two peripheries together bv pressing the projecting pins on one periphery into the opposite holes in the other ; for this object a side lever with a forked end is placed in connection with the clutch-box on the main shaft, which it shifts laterally within the limits of its fulcrum by the rotation of a cam placed on the sides of the toothed wheel Y; this lever, so acted upon by the cam, requires a corresponding pressure to keep it up to its work. To do this, the weight is applied and attached to it by a cord passing over the wheel Y and at- tached to the lever, so that when the cam moves the end of the lever outwards the weight X will be raised, but when it falls it will tend to move inward and throw out of geer the coupling disk aforesaid. When motion is given to the driving-shaft B by E, and communicated through the train of toothed geer- ing wheels to the main shaft F, such motion, in consideration of the parts arranged for such purposes, is caused to move the traversing-frame by reason of the teeth of the wheel H taking into the teeth of the horizontal rack, and propelling it in either direction by the reversing rack. The rollers may be made of india-rubber and keot cool in a trough of cold water. PRINTING-PRESS. We cannot do better under this head than to exhibit the various presses manufactured for this purpose, by R. Hoe & Co., of New York. Type-revolving, fast printing-machine. — Fig. 3112. A horizontal cylinder of about four and a half feet in diameter is mounted on a shaft, with appropriate bearings ; about one-fourth of the circumference of this cylinder constitutes the bed of the press — the periphery of which portion is adapted to receive the form of types — the remainder is used as a cylindrical distributing table. The diameter of the cylinder is less than that of the form of types, in order that the distributing portion of it may pass the impression cvl inders without touching. The ink is contained in a fountain placed beneath the large cylinder, fro® 520 PRINTING-PRESS. PRINTING-PRESS. 521 which it is taken by a ducter roller and transferred, by a vibrating distributing roller, to the cylindrical distributing table ; the fountain-roller receives a slow and continuous rotary motion, to carry up the ink from the fountain. The large cylinder being put in motion, the form of types thereon is, in succession, carried to four or more corresponding horizontal impression cylinders, arranged at proper distances around it, to give the impression to four or more sheets, introduced one by each impression cylinder. The fly and feed boards of two of the impression cylinders are similar to those on the well-known double-cylinder press ; on the other two, the sheet is fed in below and thrown out above. The sheets are taken directly from the feed-board by iron fingers attached to each impression cylinder. Between each two of the impression cylinders there are two inking-rollers, which vibrate on the distributing surface while taking a supply of ink, and at the proper time are caused to rise, by a cam, so as to pass over the form, when they again fall to the distributing surface. Each page is locked up upon a detached segment of the large cylinder, called by the compositors a “ turtle,” and this constitutes the bed and chase. The column-rules run parallel with the shafts of the cylinder, and are consequently straight ; while the head, advertising, and dash rules are in the form of segments of a circle. A cross-section of the column-rules would pre- sent the form of a wedge, with the small end pointing to the centre of the cylinder, so as to bind the types near the top ; for the types being parallel, instead of radiating from the centre, it is obvious that if the column-rules were also parallel, they must stand apart at the top, no matter how tight they were pressed together at the base ; but with these wedge-shaped column-rules, which are held down to the bed or turtle by tongues, projecting at intervals along their length, and sliding in rebated grooves cut crosswise in the face of the bed, the space in the grooves, between the column-rules, being filled with sliding blocks of metal, accurately fitted, the outer surface level with the surface of the bed, the ends next the column-rules being cut away underneath to receive a projection on the sides of the tongues, and screws at the end and side of each page to lock them together, the types are as secure on this cyl- inder as they can be on the old flat bed. Fig. 3112 represents a press with four impression cylinders, capable of printing 10,000 impressions per hour. Four persons are required to feed in the sheets, which are thrown out and laid in heaps by self- acting flyers, as in the ordinary cylinder presses. A press with eight impression cylinders will print 16,000 or more impressions per hour. Patent single large-cylinder printing-machine. — Fig. 3113. This machine is particularly adapted to book and fine newspaper work. It has a registering apparatus and sheet-flyer; also adjustable iron bearers, so that stereotype may be worked with the same facility and beauty as type forms. One boy is required to lay on the sheets, and the press may be driven by man or steam power. With the same attendance, it will print, say from 1,000 to 2,000 impressions in an hour, according to the size if the press and the quality of the work desired. 522 PRINTING-PRESS. Single small- cylinder printing-machine.— Fig. 3114. In this press the form of types is placed upon a flat bed, and the impression taken upon the paper by means of a cylinder, while the form is passing undei it. I he small size of the cylinder allows the machine to be constructed in a very compact man- ual* so as to shorten the distance which the bed travels, thereby considerably increasing the number ot mnressions in a given time, beyond the single large-cylinder press. This machine is of convenient height for use. One person only is required to feed down the paper « hose position is but a step from the floor. It will give from 2,000 to 3,000 impressions per hour, with perfect safety to the machinery. The printed sheets are thrown out by a fly-frame in a uniform pile. Register sufficiently accurate for newspaper and job work is obtained by the patent feed-guides, which are attached to each press. When required, a registering or pointing apparatus is furnished, and the press may then be used advantageously for book-work. The press is made in the same manner as the double-cylinder press described above, with buffers similarly arranged to prevent noise. Double-cylinder printing-machine. — Fig. 3115. In its arrangement this press is similar to the single small-cylinder machine ; except that it has two impression cylinders each alternately giving an impression from the same form. The sheets are supplied by two attendants, and, if required to print short editions of various sizes, it will be necessary to have a boy at each end of the press to receive the printed sheets ; but where large editions or forms of uniform size are worked, not requiring frequent changes of the tape-wheels, the self sheet-flying apparatus is very efficient and economical, placing the printed sheets in heaps with precision, and dispensing entirely with the two boys otherwise required for that purpose. The large amount of printing ordinarily done on these presses, and the consequent speed required have rendered necessary greatly increased strength and weight of material in all the parts, together witl 3115 PRINTING-PRESS, 523 524 PRINTING-PRESS. simplicity in the mechanical arrangements, and the utmost perfection of workmanship. The noise and annoyance occasioned by the concussion of the bed against the springs, which are placed at each end ol the machine to overcome the momentum of the bed, has been removed by means of adjustable india- rubber buffers placed at the points of contact, which in no way interfere with the lively and certain action of the spiral springs. Patent machine card-press. — Fig. 3116. For printing cards and small circulars, this machine is not surpassed. It is worked by either a crank or treadle, and will print from 1,000 to 1,500 cards per hour and may be used also for printing note-paper and small circulars. Its feeding apparatus for cards is self-acting. Size of chase inside 61 by 5 inches. 3116. Improved lithographic-press . — Fig. 3117. This is believed to be the best press in use for lithographic printing. The side-rods and top beam are made of wrought-iron ; the bed and stone are raised to the scraper by a lever and steel cam, working on a steel friction-roller; the impression is regulated by a single screw through the top beam ; the scraper is hung on a pivot, that it may accommodate itself to inequalities in the surface of the stone ; the bed is made of the toughest ash plated with iron, with iroit PROJECTION. 525 runners, which run on friction-rollers; the tympan-frame is wrought-iron, with screws and nuts for stretching the tympan. The larger sizes are geered, so as to enable the printer to take an impression from the largest stone with ease. Copperplate-press . — 3118. The side-frames, cylinders, and bed are made of cast-iron; the cylinders are turned and the bed planed perfectly true. The shafts through the cylinders, the braces, arms, and 6crews, are of wrought-iron, the bearings of composition. PROJECTION Projections are of various kinds, according to the situations in which the eye is supposed to be placed in respect of the body and the plane on which it is to be projected ; but there are three which, by reason of the frequency of their use, are particularly deserving of attention, namely the orthographic , the stereographic, and the central or gnomonic. 1. Orthographic projection. — In this projection the eye is supposed to be at an infinite distance, and the plane of projection, i. e., the plane on which the representation is made, perpendicular to the direc- tion of the rays of light, which are all parallel to each other. The laws of this projection are easily deduced. 1. Any point in space is projected by drawing a straight line from it perpendicular to the plane of projection. 2. A straight line perpendicular to the plane of projection is projected into a point. A straight fine parallel to the plane of projection is projected into an equal straight line ; and a straight line inclined to the plane of projection, is projected into a straight line which is shorter than the first in the proportion of the cosine of the angle of inclination to radius. 3. A plane surface perpendicular to the plane of projection is jsrojected into a straight line. 4. A circle parallel to the plane of projection is projected into an equal circle ; but a circle oblique to the plane of projection is projected into an ellipse, of which the greater axis is equal to the diameter of the circle, and the lesser axis is equal to that diameter multiplied by the cosine of the obliquity. The orthographic projection has a multitude of applications. The plans and sections by which arti- ficers execute their different constructions are orthographic projections of the things to be constructed ; and a solid body may be represented in all its dimensions by orthographic projections on two planes at right angles to each other. 2. Stereographic projection of the sphere . — In this projection the eye is supposed to be situated at the surface of the sphere, and the plane of projection is that of the great circle, which is everywhere 90° from the position of the eye. Two of the principal properties of this projection are the following : 1. The projection of any circle on the sphere which does not pass through the eye is a circle ; and circles whose planes pass through the eye are projected into straight lines. 2. The angle made on the surface of the sphere by two circles which cut each other, and the angle made by their projections, is equal. 3. Gnomonic or central projection . — In this projection the eye is situated at the centre of the sphere, and the plane of projection is a plane which touches the sphere at any point assumed at pleasure. The 526 PROVING- MACHINE, HYDROSTATIC. point of contact is called the principal point ; and the projections of all other points on the sphere are at the extremities of the tangents of the arcs intercepted between them and the principal point. As the tangents increase very rapidly when the arcs exceed 45°, and at 90° become infinite, the central projection cannot be adopted for a whole hemisphere. PROVING MACHINE, HYDROSTATIC, for proving chain-cables. Figs. 3119, 3120, 3121. and 3122 represent a machine designed and constructed by Wm. M. Ellis, engineer, United States Navv Yard, Washington. A A, plan, Fig. 3119, water cistern, with three force-pumps PUDDLER’S BALLS. 527 B, hydrostatic cylinder. C C, wrought-iron cross-heads. D D, wrought-iron bars, connecting cross heads 0 C. F, granite sills. H, screw-wheel, for forcing back the ram. E, Fig. 3120, compound levers, for ascertaining the strain: proportion, 1 to 200. Fig. 3122, section. PUDDLER’S BALLS, MACHINE FOR COMPRESSING, by J. F. Winslow, Troy, N. Y. In Fig 3 1 22|, A is the rotating cam-formed compresser. B B, two cylindrical bed-rollers. C, leop or ball of iron, resting upon and between the two bed-rollers in position for being compressed by the rotating cam A. D, helical shaped cam, keyed on to the neck of one of the bed-rollers B and revolves with it, and 528 PUMPS. ■which forces outward the ram or hammer E, which, when released from the cam, a powerful helical spring which is inserted into a cavity in the outer end of the ram throws forward against the loop ol iron and upsets it— the opposite end of the loop, or ball, or bloom being supported against the heavy flanch F, which is cast upon one of the bed-rollers, and serves as an anvil against which to upset or hammer the blooms. G, spur-wheel on the end of the shaft that supports the cam A. H, spur-pinion on the driving-shaft I. This pinion works into two others of corresponding size, one on the end of each bed-roller. This driving-pinion H being interposed between the two on the bed-rollers and the spur- wheel G, gives the peripheries of all the rollers and the cam a direction the reverse of the periphery of the ball C, and all being in motion no waste or abrasion of the hot iron can ensue, as the ball must necessarily revolve upon its axis and be retained in proper place between the rollers and compressers I, shipping-bar. J, shaft communicating with the driving power. Advantages. — 1 . Great expedition in shingling puddlers’ iron, one of these machines being sufficient to do the work for 25 puddling furnaces. 2. The almost entire saving of shinglers’ wages. 3. No waste of iron — turning out the blooms while very hot, enabling the roller to reduce them to very smooth and sound bars. 4. Scarcely no expense for repairs. 5. A very small amount of power re- quired to operate it. 6. The ends of the blooms being thoroughly upset. PULLEY. See Mechanical Powers. PUMPS. — The common pump. Fig. 3123 represents a section of the common suction pump. A 0 is a cylinder or barrel, in which a piston P is moved up and down by means of a piston-rod R, attached to the extremity of the lever, R H, of the first kind. In the piston is a valve v lifting upwards ; and at the bottom of the barrel is another valve V, also lifting upwards. A B is a pipe, passing from the bottom of the barrel into the well from which the water is to be raised. In the downward stroke of the piston, it plunges amongst the water in the barrel of the pump; the valve Y closes, and the valve v opens, and allows the water to pass to the upper side of the piston. In an upward stroke the valve v closes, and the valve V opens, and, by the pressure of the atmos- phere, the water follows the piston in its ascent, whereas the water above the piston is pushed before it, and thus the fluid is discharged in a stream at the mouth C of the pump ; and so on to any num- ber of strokes. If a perfect vacuum were formed by the piston as it ascends, the water would be raised, on an aver- age, to the height of 34 feet above the level of the water in the well, which is the height of a column of water calculated to balance the average pressure of the atmosphere. 3124. The common forcing pump. — This pump, Fig. 3124, raises water from the well into the barrel on the principle of the suction pump just described, Fig. 3123, and then the pressure of the piston on the water elevates it to any height that may be required. Here Pisa solid piston working up and down in a barrel ; Y a valve, lifting upwards, placed at the top of the pipe descending into the well ; v a valve, also lifting upwards, placed in a pipe D, which conveys the water to the cistern. In a descending stroke of the piston, the valve Y closes and the valve v opens, and the water, being pressed before the piston, is forced up the pipe D to the higher level required; on the contrary, in an ascending stroke, the valve v closes by the pressure of the external air and the water in the pipe D ; the valve V opens, and the water rises into the barrel of the pump by the pressure of the atmosphere on the water in the well ; and so on to any number of strokes. The forcing pump with an air-chamber. — This engine, Fig. 3125, merely differs from the preceding one by having an air-chamber ecv connected with the vertical pipe D. This air-chamber is a closea vessel, having the pipe D descending into it, and a valve v opening and closing its communication with the barrel of the pump. When the piston P descends, the water is forced through the valve v into the air-chamber, so that as soon as the water rises above the lower orifice of the pipe D, the air in the upper part of the chamber is contracted or compressed ; and this compression ot the air causes it to PUMPS. 529 exert a continuous pressure upon the surface of the water in the chamber, which forces the fluid up the pipe D, and thus a constant discharge into the cistern is sustained. In the common forcing pump the water is only discharged at each downward stroke of the piston, whereas, in the present case, the pressure of the air in the chamber sustains the discharge through the vertical pipe D during the in- tervals taken up by the upward strokes of the piston. The great defect of this engine is as follows : — after the pump lias been some time in action the air in the chamber becomes absorbed by the water passing through it, so that at length it is found that nearly all the air at first in the chamber has passed away with the water discharged by the pump. Double-acting pump . — This pump, Fig. 3120, is designed to remedy the defect of the preceding one. It is simply a double-acting forcing pump. P is a solid piston which moves up and down in a cylinder ; the rod of this piston passes through a stuffing-box at S for the purpose of keeping the cylinder air-tight. On the opposite sides of the cylinder are two pipes A 11 and 0 D ; where A B descends into the well, and C D conveys the water to the reservoir. There are four valves ab e c opening and closing, as the case may be, the communication of these pipes with the cylinder. These valves all lift in the same direc- tion, that is, to the right. Suppose the cylinder and pipes filled with water, then in an upward stroke of the piston, the valves a and e are opened, and c and b are closed ; the water is forced by the piston through the valve e and then up the vertical pipe C D ; at the same time the water, by the atmospheric pressure, rises up the pipe A, and opening the valve a follows the piston in its ascent : on the contrary, when the piston descends, the valves a and e are closed, and c and b are opened ; the water is then forced through the valve c, up the vertical pipe C 1), and the water from the well enters the cylinder through the valve b, and follows the piston in its descent ; and so on to any number of strokes. 3125. 3120. Is jp T-S- ' rfj _ A -tr It |f- III : r J rn 3127. 1A Another variation of the forcing pump, called a plunger-pump, Fig. 312*1, consists in making the piston of the same length as the cylinder but rather less in diame- ter, so that it may be moved freely in the former without touching the sides. These pistons are made wholly of metal, and turned smooth and cylindrical, so as to work through a stuffing-box or cupped leathers. The quantity of water raised at each stroke has therefore no reference to the capacity of the cylinder, however large that part of one of these pumps may be, for the liquid displaced by the piston can only be equal to that part of the lat ter that enters the cylinder. It is immaterial at what part of the cylinder the forcing or ascending pipe is_ attached, whether at the bottom, near the top, or at any intermediate place. Small pumps of this kind are now commonly employed to feed steam boilers and for other purposes, and are worked by levers like the ordinary lifting and forcing pumps, the pistons being preserved in a perpendicular posi- tion by slings. This is one of the most valuable modifications of the forcing pump. The friction of the piston is not only greatly reduced, but the boring of the cylinder is dispensed with ; an operation of considerable ex- pense and difficulty, particularly so, before efficient apparatus for that purpose was devised. Another ad- vantage is the facility of tightening the packing without taking out the piston or even stopping the pump. There is another species of plunger-pumps, Fig. 3128, in which the stuffing-box is dispensed with, and consequently the piston works without friction. A square wooden tube, or a common pump log of suffi- cient length, and with a valve at its lower end, is fixed in the well as shown in Fig. 3128. The depth of the water must be equal to the distance from its surface to the place of delivery ; and a discharging pipe having a valve opening upwards is united to the pump tree at the surface of the water in the well The piston (a solid piece of wood) is suspended by a chain from a working beam, and loaded sufficiently with weights to make it sink. As the liquid enters the pump through the lower valve, and stands at the^ same level within as without, whenever the piston descends, it necessarily displaces the water, which has no other passage to escape but through the discharging pipe, in consequence of the lower valve closing. And when the piston is again raised as in the figure, a fresh portion of water enters tho pump and is driven up in like manner. Vol. II.— 3+ 530 PUMPS. Fig. 3129 is a pump to raise -water without any friction of solids; making use of quicksilver instead of leather to keep the air or water from slipping by the sides of the pistons. One form of it is repre- sented by the figure. A is the suction-pipe, the lower end of which is inserted in the water to be raised. Its upper end terminates in the chamber C, and is covered by a valve. The forcing-pipe B, with a valve at its lower end, is also connected to the chamber. Between these valves a pipe, open at both ends, is inserted and bent down, as in the figure. The straight part attached to it is the working cylinder of the pump, and should be made of iron. Another iron pipe, a little larger in the bore than the last, and of the same length, is made to slide easily over it. This pipe is closed at the bottom and suspended by chains or cords, by which it is moved up and down. Suppose this pipe in the position represented, and tilled with mercury — if it were then lowered, the air in the cylinder and between the valves would be- come rarified, and the atmosphere pressing on the surface of the water in which the end of A is placed, would force the liquid up A till the density of the contained air was the same as before ; then by rais- ing the pipe containing the mercury, the air, unable to escape through the lower valve, would be forced through the upper one ; and by repeating the operation, water would at last rise and be expelled in the same way, •provided the elevation to which it is to be raised does not exceed thirteen times the depth of the mercurial column around the cylinder ; the specific gravity of quicksilver being so many times greater than that of water. When the depth of the former is 30 inches, the latter may be raised as many feet in the suction-pipe and forced up an equal distance through the forcing one, making together an elevation of sixty feet; but if water be required higher, the depth of the mercurial column in the movable pipe must be proportionably increased. To make a small quantity of mercury answer the purpose, a solid piece of wood or iron that is a little less than the cylinder is secured to the bottom oi the movable vessel as shown in the centre : this answers the same object as an equal bulk of mercury. These pumps have their disadvantages : they are expensive : and however well made, the quantity of quicksilver required is considerable — the agitation consequent on the necessary movement soon con- verts it into an oxide and renders it useless. Great care is also required in working these machines : it the movements are not slow and regular, the mercury is very apt to be thrown out ; to prevent which the upper end of the vessel containing it is dished or enlarged. For the reasons above stated, they have never been extensively employed in the arts. If a common atmospheric pump be inverted, as shown in Figs. 3130 and 3131, its cylinder immersed in water, and the valves of the upper and lower boxes reversed, it becomes a forcing, or, as it is some- times named, a lifting pump ; because the contents of the cylinder are lifted up when the piston is raised, instead of being driven out from below by its descent. In a lifting pump the liquid is expelled from the top of the cylinder— in a forcing one from the bottom : it is the water above the piston that is raised by the former ; and that which enters below it, by the latter. The piston-rod in the figure is at- tached to an iron frame that is suspended to the end of a beam or lever. The valve on the top of the piston, like that at the end of the cylinder, opens upwards. When the piston descends (which it does by its own weight and that of the frame) its valve opens and the water enters the upper part of the cylinder, then as soon as it begins to rise its valve closes, and the liquid above it is forced up the as- cending pipe. Upon the return of the piston the upper valve is shut by the weight of the column above it, the cylinder is again charged, and its contents forced up by a repetition of the movements. Machines of this description are of old date. They were formerly employed in raising water from mines. Lifting pump . — The modern form of this pump is represented in Fig. 3132. The working cylinder being generally metal, and having a strong flanch at each end ; the upper one is covered bv a plate with a stuffing-box in the centre through which the polished piston-rod moves ; and the under one bv mother to which the suction-pipe is attached, and whose orifice is covered by a valve. PUMPS. 531 The fire-engine . — This engine, Fig. 3183, is simply a combination of two forcing pumps, having a common air-chamber H, and the same suction-pipe F descending to the water intended to supply the engine. The beam A B, turning on its centre of motion K, works the two pistons C and D ; so that while the one is descending the other is ascending, thereby keeping up a continuous flow of water into the air-chamber H. A flexible tube E, of leather, called a hose, is attached to the discharge-pipe, to enable the engine-man to direct the stream of water upon any particular spot. The degree of compres- sion attained by the air in the chamber regulates the velocity with which the water is projected from the nozzle L of the hose. If, for example, the air be compressed to one half its original bulk, then it will act upon the surface of the water in the chamber with a pressure equivalent to that of the atmosphere, and the water would be raised in the pipe E to the height of about 34 feet, or it would be projected from the nozzle L with a velocity equal to that winch a body would acquire in falling freely, by the force of gravity, from this height. 3131. SI 32. 3133. The chain pump . — This engine, Fig. 3184, consists of a continuous chain A B C, to which are attached a series of pistons or buckets for raising the water. This chain passes downwards through the wooden tube E, and returns up>- wards through C, extending over two sprocket wheels Q and J. The arms or teeth of the upper wheel Q, acting upon the notches or teeth cut upon the links of the chain, put the chain of pistons or buckets in motion. The lower portion C D of the ascending tube is lined with a brass barrel, in which the pistons or buckets are fitted ; so that whilst they are ascending through this barrel, the water is lifted and discharged at the top A of the tube. The wheel Q is turned by a winch, a shows the shape of the links forming the chain, b the section of the piston or buckets. Rotary pumps . — Two cog-wheels, the teeth of which are fitted to work accurately into each other, are inclosed in an elliptical case. The sides of these wheels turn close to those of the case, so that water cannot enter between them. The axle of one of the wheels is continued through one side of the case, (which is removed in the figure to show the interior,) and the opening made tight by a stuffing- box or collar of leather. A crank is applied to the end to turn it, and as one wheel revolves, it ne- cessarily turns the other ; the direction of their motions being indicated by the arrows. The water that enters the lower part of the case is swept up the ends by each cog in rotation, and as it cannot return between the wheels in consequence of the cogs being there always in contact, it must neces- sarily rise in the ascending or forcing pipe. The machine is, therefore, both a sucking and forcing one. Of rotary pumps this is not only one of the oldest, but one of the best. Fire-engines made on the same plan were patented about twenty-five years ago in England, and more recently pumps of the same kind in this country. Rotary pumps may be divided into classes according to the forms of and methods of working the pistons, or those parts that act as such ; and according to the various modes by which the hutment is obtained. It is tills last that receives the force of the water when impelled forwards by the jiiston ; it also prevents the liquid from being swept by the latter entirely round the cylinder or exterior case, and compels it to enter the discharging pipe. In these particulars consist all the essential differences in rotary pumps. In some the hutments are movable pieces that are made to draw back to allow the piston to pass, when they are again protruded till its return ; in others they are fixed, and the pistons themselves give way. It is the same witli the latter; they are sometimes permanently connected to the axles by which they are turned, and sometimes they are loose and drawn into recesses till the butments pass by. In another class the pistons are rectangular, or other shaped pieces that turn on centres, something like the vanes of a horizontal wind-mill, sweeping the water with their broad faces round the cylindrical case, till they approach that part which constitutes the hutment, when they move edgeways and pass through a narrow space which they entirely fill, and thereby prevent any watet 532 PUMPS. passing with them. In other pumps the butment is obtained by the contact of the peripheries of two wheels or cylinders, that roll on or rub against each other. Fig. 3135 is of this kind : while the teeth in contact with the ends of the case act as pistons in driving the water before them, the others are fitted to work so closely on each other as to prevent its return. Fig. 3136 exhibits another modifiea- lion of the same principle. Eve's patent rotary steam-engine and pump . — Within a cylindrical case a solid or hollow drum A, Fig. 3136, is made to revolve, the sides of which are fitted to move close to those of the case. Three projecting pieces or pistons, of the same width as the drum, are secured to or cast on its periphery : they are at equal distances from each other, and their extremities sweep close round the inner edge of the case, as shown in the figure. The periphery of the drum revolves in contact with that of a smaller cylinder B, from which a portion is cut off to form a groove or recess sufficiently deep to re- ceive within it each piston as it moves past. The diameter of the small cylinder is just one-third that of the drum. The axles of both are continued through one or both sides of the case, and the openings made tight with stuffing-boxes. On one end of each axle is fixed a toothed wheel of the same diam- eter as its respective cylinder ; and these are so geered into one another, that when the crank attached to the drum-axle is turned (in the direction of the arrow) the groove in the small cylinder receives successively each piston ; thus affording room for its passage, and at the same time by the contact of the edge of the piston with its curved part, preventing water from passing. As the machine is worked, the water that enters the lower part of the pump through the suction-pipe, is forced round and com- pelled to rise in the discharging one, as indicated by the arrows. Other pumps of the same class have such a portion of the small cylinder cut off, that the concave surface of the remainder forms a contin- uation of the case in front of the recess while the pistons are passing ; and then by a s imilar movement PUMPS. as that used in the figure described, the convex part is brought in contact with the periphery of the drum till the piston’s return. All rotary pumps are both sucking and forcing machines, and are generally furnished with valves in both pipes, as in the ordinary forcing pumps. The butments are always placed between the apertures of the sucking and forcing pipes. There is another class of pumps that bears some relationship to the preceding ; one of these is shown in Fig. 3137. The butment consists of a curved flap that turns on a hinge ; it is so arranged as to be received into a recess formed on the rim or periphery of the case, and into which it is forced by the E iston. The concave side of the flap is of the same curve as the rim of the case, and when pushed ack forms a part of it. Its width is, of course, equal to that of the drum, against the rim of which its lower edge is pressed ; this is effected in some pumps by springs, in others by cams, cog-wheels, &c., fixed on the axles, as in the last one. The force by which the flap is urged against the drum must exceed the pressure of the liquid column in the discharging pipe. The semicircular pieces on the outer edge of the case represent ears for securing the pump to planks or frames, &c., when in use. The ar- rows in the figures show the direction in which the piston and water is moved. Nearly a hundred years before the date of Watt’s patent, Amontons communicated to the French Academy a description of a rotary pump substantially the same as represented in Fig. 3187. It is, figured and described in the first volume of Machines Approuv ., p. 103 : the body of the pump or case is a short cylinder, but the piston is elliptical, its transverse diameter being equal to that of the cyl- inder, hence it performed the part of two pistons. There are also two flaps on opposite sides of the cylinder. In other pumps the flaps, instead of acting as butments, are made to perform the part of pistons ; this is done by hinging them on the rim of the drum, of which, when closed, they also form a part : they are closed by passing under a permanent projecting piece or butment that extends from the case to the drum. In Fig. 3138 the butment is movable. A solid wheel, formed into three spiral wings that act as pistons, is turned round within a cylindrical case. The butment B is a piece of metal whose width is equal to the thickness of the wings, or the interior breadth of the cylinder ; it is made to slide through a stuffing-box on the top of the case, and by its weight to descend and rest upon the wings. Its upper part terminates in a rod, which, passing between two rollers, preserves it in a perpendicular position. As the wheel is turned, the point of each wing (like the cogs of the wheel in Fig. 3135) pushes before it the water that enters the lower part of the cylinder, and drives it through the valve into the as- cending pipe A ; at the same time the butment is gradually raised by the curved surface of the wing, and as soon as the end of the latter passes under it, the load on the rod causes it instantly to descend upon the next one, which in its turn produces the same effect. This pump is as old as the 16th cent- ury, and probably was known much earlier. Besides the defects common to most of its species, it has one peculiar to itself: as the butment must be loaded with weights sufficient to overcome the pressure of the liquid column over the valve, (otherwise it would itself be raised and the water would escape beneath it;) the power to work this pump is therefore more than double the amount which the water forced up requires. The instrument is interesting, however, as affording an illustration of the early use of the sliding-valve and stuffing-box; and as containing some of the elements of recent, rotary pumps and steam-engines. The pump represented by Fig. 3139 consists also of an exterior case or short cylinder within which a small and solid one A is made to revolve. To the last an arm or piston is attached or cast in one piece with it, the sides and ends of which are fitted to bear slightly against the sides and rim in the case. A butment B B slides backwards and forwards through a stuffing-box, and is so arranged (by means of a cam or other contrivance connected to the axle of the small cylinder on the outside of the case) that it can be pushed into the interior as in the figure, and at the proper time be drawn back to afford a passage for the piston. Two openings near each other are made through the case on opposite sides of BB, and to these the suction and forcing pipes are united. Thus when the piston is moved in the direction of the arrow on the small cylinder, it pushes the water before it, and the vacuity formed behind is instantly filled with fresh portions driven up the suction-pipe by the atmosphere ; aud when the piston in its course descends past BB it sweeps this water up the same wav 584 PUMPS. Fig. 3140 represents another rotary engine. This is also a reinvention. Lure many others, it con gists of two concentric cylinders or drums, the annular space between them forming the pump-chamber but the inner one, instead of revolving as in the preceding figures, is immovable, being fixed to the 6ides of the outer one or case. The piston is a rectangular and loose piece of brass or other metal accurately fitted to occupy and move in the space between the two cylinders. To drive the piston, and at the same time to form a hutment between the orifices of the induction and eduction pipes, a third cylinder is employed, to which a revolving motion is imparted by a crank and axle in the usual way. This cylinder is eccentric to the others, and is of such a diameter and thickness that its interior and exterior surfaces touch the inner and outer cylinders, as represented in the cut, the places of con- tact preventing water from passing : a slit or groove equal in width to the thickness of the piston is made tlirough its periphery, into which slit the piston is placed. When turned in the direction of the large arrow, the water in the lower part of the pump is swept round and forced up the rising pipe, and the void behind the piston is again filled by water from the reservoir into which the lower pipe is inserted. This machine was originally designed, like most rotary pumps, for a steam-engine. In others the pistons slide within a revolving cylinder or drum that is concentric with the exterior one. Fig. 3141 is a specimen of a French pump of this kind. The hutment in the form of a segment ■is secured to the inner circumference of the case, and the drum turns against it at the centre of the chord line ; on both sides of the place of contact it is curved to the extremities of the arc, and the sucking and forcing pipes communicate with the pump through it, as represented in the figure. To the centre of one or both ends of the case is screwed fast a thick piece of brass whose outline resem- bles that of the letter D ; the flattened side is placed towards the butment, and is so formed that the same distance is preserved between it and the opposite parts of the butment, as between its convex surface and the rim of the case. The pistons, as in the last figure, are rectangular pieces of stout metal, and are dropped into slits made through the rim of the drum, their length being equal to that of the case, and their width to the distance between its rim and the D piece. They are moved by a crank attached to the drum-axle. To lessen the friction and compensate for the wear of the butment, that part of the latter against which the drum turns is sometimes made hollow ; a piece of brass is let into it and pressed against the periphery of the drum by a spring. In Fig. 3142 the axis of the drum or smaller cylinder is so placed as to cause its periphery to rub against the inner circumference of the case. Two rectangular pistons, whose lengths are equal to the internal diameter of the case, cross each other at right angles, being notched so as to allow them to slide backwards and forwards to an extent equal to the widest space between the two cylinders. The case of this pomp is not perfectly cylindrical, but of such a form that the four ends of the pistons are always in contact with it. An axle on the drum is moved by a crank. Fire-engines have been made on the same principle. Rotary pumps are as yet too complex and too easily deranged to be adapted for common use. To make them efficient, their working parts require to be adjusted to each other with unusual accuracy and care : their efficiency is, by the unavoidable wear of those parts, speedily diminished or destroyed. The expense of keeping them in order exceeds that of others ; and they cannot be repaired by ordi nary workmen, since peculiar tools are required for the purpose. This remark holds true of all the rotary pumps we have seen, including Gwynne’s, wdiich is nothing more than Dimpfel’s fan, Fig. 1612, applied to raising water ; it is without the merit of novelty in prin- ciple, and in practice will be found worthless for the reasons above given. Reciprocating rotary pumps . — One of the obstacles to be overcome in making a rotary pump, is the passage of the piston over the butment, or over the space it occupies. The apparatus for moving the butment as the piston approaches to or recedes from it, adds to the complexity of the machine ; nor is this avoided when that part is fixed, for an equivalent movement is then required to be given to the piston itself in addition to its ordinary one. In reciprocating rotary pumps these difficulties are avoid- ed by stopping the piston when it arrives at one side of the butment, and then reversing its motion towards the other ; hence tjiese are less complex than the former. They are, however, liable to some of the same objections, being more expensive than common pumps, more difficult to repair, and upon the whole less durable. Fig. 3143 consists of a close case of the form of a sector of a circle, having an opening at the bottom for the admission of w T ater, and another to which a forcing-pipe with its valve is attached. A movable PUMPS. 535 radius or piston is turned on a centre by a lever as represented ; thus, when the latter is pulled down towards the left, the former drives the contents of the case through the valve in the ascending pipe. Fig. 3144 consists of a short horizontal cylinder; a portion of the lower part is separated from the rest by a plate where the suction-pipe terminates in two openings that are covered by clacks cc. The partition A extends through the entire length of the cylinder, and is made air and water tight to both ends, and also to the plate upon which its lower edge rests. The upper edge extends to the under side of the axle to which the piston B is united. One end of the axle is passed through the cylinder, and the opening made tight by a stuffing-box ; it is moved by a crank or lever. Near the clacks c c two other openings are made through the plate, to which the forcing-pipes are secured. These tubes are bent round the outside of the cylinder and meet in the chamber C, where their orifices are covered by clacks. Thus when the piston is turned in either direction, it drives the water before it through one or other of these tubes ; at the same time the void left behind it is kept filled by the pressure of the atmosphere on the surface of the liquid in which the lower orifice of the suction-pipe is placed. The edges of the pistons are made to work close to the ends and rim of the cylinder by means of strips of leather screwed to them. Modi- fications of these pumps have also been used in England as fire engines. Watt patented one in 1782 for a steam engine. Centrifugal Pumps. If a common blow- ing fan be immersed in water, and put in operation, the water will be forced to the periphery of the wheel, and may be ele- vated in a rising main according to the velocity given to the fan. Fig. 3145 rep- resents a side rim of Appold’s centrifugal pump as exhibited at the World’s Fair in London. It consists of a hollow disk or cylinder, 12 inches diameter and 3 inches wide on the rim, with a circular opening in the centre of 6 inches diameter. This cylinder is inclosed on both sides, excepting the central opening, and is entirely open all round the rim. The disk is placed vertically on a shaft passing through its centre, and on the end of this shaft is fixed a pulley for driving it. In order to raise the water, the disk is placed in the bottom of a vertical trunk, as shown in fig. 3146. In the centrifugal pump, the velocity of the circumference must be constant for all sizes of pumps ior the same height of lift ; that is, a pump 1 inch diameter must make twelve times the number of revolutions per minute of one 12 inches diameter, and both pumps will then raise the water to the same height, but the quantity of water delivered will he 144 times greater than the 12 inch pump, being in proportion to the area of the discharging orifices at the circumference, or the square of the diameter, when the proportion of breadth was kept the same, namely, one fourth of the diameter in each case. In Mr. Appold’s pump, a velocity of 500 feet per minute of the circumference raised the water 1 foot high, and maintained it at that level without discharging any ; and a double velocity raised the water to "our times the height, as the centrifugal force was proportionate to the square of the velocity ; conse- quently, 500 feet per minute raised the water 1 foot without discharge. 1.000 “ “ “ 4 “ “ 2.000 “ “ “16 “ “ 4,000 “ “ “ 64 “ “ The greatest height to which the water had been raised, without discharge, in the experiments with the 1 foot pump, was 67’7 feet, with a a velocity of 4,153 feet per minute, beiijg rather less than the calcu- lated height, owing probably to leakage with the greater pressure. A velocity of 1,128 feet per minute raised the water 54 feet without any discharge, and the maximum effect from the power employed in raisins: to the same height 54 feet, was obtained at the velocity af 536 PUMPS. 1,678 feet per minute, giving a discharge of 1,400 gallons per minute from the 1 foot pump. The ad- ditional velocity required to effect the discharge is 550 feet per minute ; or the velocity required to effect a discharge of 1,400 gallons per minute, through a 1 foot pump, working at a dead level without any height of lift is 550 feet per minute : consequently, adding this number in each case to the velocity given above at which no discharge takes place, the following velocities are obtained for the maximum effect to be produced in each case : 1,050 feet per minute, velocity for 1 foot height of lift. 1.550 “ “ “ 4 feet “ 2.550 “ “ “ 16 “ 4.550 “ “ “ 64 “ “ Or, in general terms, the velocity in feet per minute for the circumference of the pump to he driven to raise the water to a certain height, is equal to 550 + (500 f height of lift in feet). In some situations where it is the most important consideration for a pump to be quickly and readily applied, that would discharge a very large quantity of water, the centrifugal pump is found very advan- tageous in such cases. In one instance, in putting in the foundations of harbor works at Dover, a large quantity of water of 2,000 to 3,000 gallons per minute was pumped out by one of these pumps. The centrifugal pump had another important advantage for such applications, from having no valves in action when at work, which enabled it to pass large stones, and almost anything that was not too large to enter between the arms. The largest pump constructed at present on this plan was erected at Whit- tlesea Mere, for the purpose of draining, and has worked there nearly a year with complete success. The pump is 4£ feet diameter, with an average velocity of 90 revolutions, or 1,250 feet per minute, and is driven by a double-cylinder steam-engine, with steam 40 lbs. per inch, and vacuum 134 lbs. per inch ; it raises about 15,000 gallons of water per minute an average height of four or five feet. Mr. Appold considers the spiral form of the arms an essential point in his pump, instead of the radial arms in the other centrifugal pumps. He at first tried straight arms inclined at 45°, but he found that the curved arms ending nearly in a line with a tangent to the outer circumference gave the greatest effect. The comparative value of the different forms of arms was proved by the experiments at the London Exhibition mentioned before ; the curved arms gave a duty of 68 per cent., the inclined arms 43 per cent., and the radial arms only 24 per cent. The Spiral Pump. If we wind a pipe round a cylinder, of which the axis is horizontal, and connect one end with a vertical tube, while the other is at liberty to turn round and receive water and air in each revolution, the machine is called a spiral pump ; it was invented, about 1746, by Andrew Wirz, a pew- terer in Zurich, and was employed at Florence with Bernoulli’s improvement, in 1779. At Archangel- sky, near Moscow, a pump of this kind was erected in 1784, which raised a hogshead of water in a minute to a height of 74 feet, and through a pipe 760 feet in length. Eytelwein enters very minutely into calculations of the effect of such a machine under different circumstances ; and the results of the theory, as well as of experiment, recommend it for common use, instead of forcing pumps of a more complicated and expensive construction. The water-tight joint presents the only difficulty : the pipe may form either a cylindrical, a conical, or a plain spiral, and it appears to he uncertain which is the most advantageous ; the vertical pipe should be nearly of the same dimensions as the spiral pipe. The Screw of Archimedes , or the Water-Snail , and the Water-screw. The screw of Archimedes con- sists, either of a pipe wound spirally round a cylinder, or of one or more spiral excavations, formed by means of spiral projections from an internal cylinder, covered by an external coating, so as to be water- tight. But if the coating is detached, so as to remain at rest w'hile the spirals revolve, the machine is called a water-screw. Eytelwein observes, that the screw of Archimedes should always be so placed, as to fill exactly one-half of a convolution in each turn ; and that when the orifice remains constantly immersed, the effect is very much diminished. When the height of the water is so variable as to render this precaution impossible, Mr. Eytelwein prefers the water-screw ; although, in this instrument, one- third of the water runs back, and it is easily clogged by accidental impurities. The screw of Archime- des is generally placed so as to form an angle of between 45° and 60° with the horizon, but the open water-screw at an angle of 30° only: for great heights, the spiral pump is preferable to either. Belidor's pressure engine, moved hy water. — Fig. 3150: A conveys the descending column of water from its source to the three-way cock F ; to one of the openings of which it is united. This cock is con- nected, at another opening, to the horizontal cylinder C, whose axis coincides with that of a smaller one D. Both cylinders are of the same length ; and their pis- tons are attached to a common rod, as represented in the figure. Two valves are placed in the ascend- ing pipe B — one below, the other above its junction with the cylinder D. The horizontal pipe H con- nects B and D with the third opening of the cock. By turning the plug of this cock, a communication is opened alternately between each cylinder and the water in A. Thus when the water rushes into C it drives the piston before it to the extremity of the cylinder, and consequently the water that was pre- PUMPS. 537 viously in D is forced up the ascending pipe B ; then the communication between A and C is cut off, (by turning the cock,) and that between A and D is opened, when the pistons are moved back towards F by the pressure of the column against the smaller piston — the water previously in C escaping through an opening shown in front of the cock and runs to waste, while that which enters D is necessarily forced up B at the next stroke of the pistons. The cock was opened and closed by levers, connected to the middle of the piston-rod, and was thus worked by the machine itself. By the air-chamber the discharge from B is rendered continuous. Suppose the water A has a perpendicular fall of thirty-four or thirty-five feet, and it was required to raise a portion of it to an elevation of seventy feet above F ; it will be apparent that if both pistons were of the same diameter, such an object could not be accomplished by this machine — for both cylin- ders would virtually be but one — and so would the pistons ; and the pressure of the column on both sides of the latter would be equal. A column of water thirty -five feet high presses on the base that sustains it with a force of 15 pounds on every superficial inch; and one of seventy feet high, with a force of 30 pounds on every inch ; hence, without regarding the friction to be overcome, which arises from the rubbing of the pistons, from the passage of the water through the pipes, and from the necessary apparatus to render the machine self-acting, it is obvious in the case supposed that the area of the piston in C must be more than double that in D, or no water could be discharged through B. Thus in all cases, the relative proportion between the area of the pistons, or diameter of the cylinders, must be determined by the difference between the perpendicular height of the two columns. When the descending one passes through a perpendicular space, greatly exceeding that of the ascending one, then the cylinder of the latter may be larger than that of the former ; a smaller quantity of water in this case raising a larger one. It, however, descends like a small weight at the long end of a lever, through a greater space. That the force which a running stream acquires may be made to drive a portion of the liquid above the source whence it flows, is obvious from several operations in nature. The hydraulic ram raises water on this principle : a quantity of the liquid is set in motion through an inclined tube, and its escape from tire lower orifice is made suddenly to cease, when the momentum of the moving mass drives up a portion of its own volume to an elevation much higher than that from which it descended. The first person who is known to have raised water by a ram, designed for the purpose, was Mr. 'Whitehurst, a watchmaker of Derby, in England. He erected a machine similar to the one represented in Fig. 3151, in 1772. A represents the spring or reservoir, the surface of the water in which was of about the same level as the bottom of the cistern B. The main pipe from A to the cock at the end of 0, was nearly six hundred feet in length, and one and a half inch bore. The cock was sixteen feet below A, and fur- nished water for the kitchen offices, &c. When it was opened the liquid column in A C was put in motion, and acquired a velocity due to a fall of sixteen feet ; and as soon as the cock was shut, the mo- mentum of this long column opened the valve, upon which part of the water rushed into the air-vessel and up the vertical pipe into B. This effect took place every time the cock was used, and as water was drawn from it at short intervals for household purposes, “ from morning till night — all the days in the year,” an abundance was raised into B, without any exertion or expense. The Belier hydraulique of Montgolfier was invented in 1796. Although it is on the principle of the one just described, its invention is believed to have been entirely independent of the latter. 538 PUMPS, STEAM. Fig. 3152 represents a simple form of Montgolfier’s ram. The motive column descends from a spring or brook A, through the pipe B, near the end of which an air chamber D, and rising main F, are attached to it as shown in the figure. At the extreme end of B the orifice is opened and closed by a valve E, .nstead of the cock in Fig. 3151. This valve opens downwards, and may either be a spherical one, as in Fig. 3152, or a common spindle one, as in Fig. 3153. It is the play of this valve that renders the machine self-acting. To accomplish this, the valve is made of. or loaded with, such a weight as just to open when the water B is at rest; i. e., it must be so heavy as to overcome the pressure against its under side when closed, as represented in Fig. 3153. Now suppose this valve open as in Fig. 3152, the water flowing through B soon acquires an additional force that carries up the valve against its seat ; then, as in shutting the cock of Whitehurst’s machine, a portion of the water will enter and rise in F, the valve of the air-chamber preventing its return. When this has taken place the water in B has been brought to rest, and as in that state its pressure is insufficient to sustain the weight of the valve, E opens, (descends ;) the water in B is agaiu put in motion, and again it closes E as before, when another portion is driven into the air-vessel and pipe F ; and thus the operation is continued, as long as the spring affords a sufficient supply and the apparatus remains in order. The surface of the water in the spring or source should always be kept at the same elevation, so that its pressure against the valve E may always be uniform — otherwise the weight of E would have to be altered as the surface of the spring rose and fell. This beautiful machine may be adapted to numerous locations in every country, and is coming much into use in the agricultural districts of this country. When the perpendicular fall from the spring to tlie valve E is but a few feet, and the water is required to be raised to a considerable height through F, then, the length of the ram or pipe B must be increased, and to such an extent that the water in it is not forced back into the spring when E closes, which will always be the case if B is not of sufficient length. If a ran. of large dimensions, and made like Fig. 3152, be used to raise water to a great elevation, it would be subject to an inconvenience that would soon destroy the beneficial effect of the air-chamber If air be subjected to great pressure in contact with water, it in time becomes incorporated with or absorbed by the latter. This sometimes occurs in water-rams ; as these, when used, are incessantly at work both day and night. To remedy this, Montgolfier ingeniously adapted a very small valve (opening inwards) to the pipe beneath the air-chamber, and which was opened and shut by the ordinary action of the machine. Thus, when the flow of the water through B is suddenly stopped by the valve E, a partial vacuum is produced immediately below the air-chamber by the recoil of the water, at which instant the small valve opens and a portion of air enters and supplies that which the water absorbs. Sometimes this snifting-valve, as it has been named, is adapted to another chamber immediately below that which forms the reservoir of air, as at B in Eig. 3153. In small rams a sufficient supply is found to enter at the valve E. Although air-chambers or vessels are not, strictly speaking, constituent elements of water-rams, they ate indispensable to the permanent operation of these machines. Without them, the pipes would soon oe ruptured by the violent concussion consequent on the sudden stoppage of the efflux of the motive column. See Embank' s Hydraulics. PUMPS, STEAM. Pig. 3154 and 3155 represent an independent steam pumping machine, pa- tented in April, 1849, by Worthington - & Baker, of the city of New York, and which is undoubtedly- the best pump in use for heavy purposes. The general principle involved in its construction is the combination of a pump with the steam-cylin- ler that drives it by direct action, without the intervention of a crank fly-wheel or any other device for producing rotary motion. The steam-cylinder S is in all respects similar to that of an ordinary aigh-pressure engine, with the parts as usually constructed for the admission and emission of the steam. The rod of the piston which traverses in this cylinder is prolonged and attached to the plunger P of a double-acting pump. The arm A is fastened to the middle of the piston-rod, and strikes the tappits or nuts on the valve- PUMPS, STEAM. 539 rod at eacli end of the stroke, in order to change the position of the steam-valve and admit steam to alternate sides of the piston. The necessary reciprocating motion of the pump-plunger is thus produced in a very simple way, with the least possible amount of friction and loss of power. The brief space afforded in a notice of this description, will only allow of a glance at the mechanical peculiarities of this machine, designed to overcome the difficulties incident to the direct application ol steam, without availing of the controlling power of the crank for regulating the stroke nor of the ec- centric for producing the proper motion of the steam-valve. At low speed, more especially, the obvious tendency of the motion is to bring the steam-valve directly over the ports, and exclude the steam from either end of the cylinder. The patentees have obviated this serious difficulty in a manner at once sim- ple and effective. By a peculiar arrangement of the water passages in the pump, the resistance is re- duced or relieved at or near the end of the stroke, and thus a momentum is suddenly generated amply sufficient to throw the valve wide open. A modification of the ordinary slide-valve, which the patentees denominate a B valve, is shown in the drawing, and serves to admit the steam in the proper direction, without resorting to levers for changing the motion. The pump shown at C, called the double-acting plunger pump , consists of a plunger or plug P, work ing through a ring R, which may be made adjustable, if necessary. The course of the water, as indicated by the arrows, is through a set of valves resting upon seats that radiate from a common centre, and covered in by the cap A, Fig. 3154, which is held firmly in its place by the single bolt B. As all these valves are thus accessible at a moment’s warning, a great source of danger from delay in relieving them from impediments is avoided. This pump is in general use on board of steamboats, and in connection with stationary boilers, both on account of its value as an independent feed-pump, and also as a means of safety against accidents, having been found of great use as a bilge pump, and also as a fire engine. This pump has also been employed for water supply in the city of Savannah, Ga., and Cambridge, Mass. The duty at the latter place almost comes up to that of the best Cornish Engines. The engines consist each of two cylinders on the Wolf plan, with condensers. The cylinders are concentric, the smaller being interior, and the larger exterior ; the piston of the latter being annular with two rods The whole machine is compact and economical, both in first cost and in working. PUMPS. Carrett’s Steam Pump. Figs. 3156 and 4157 represent two views of the pump, construct- ed to deliver ten gallons per minute at a height of 130 feet, the steam power being derived from a two-horse portable high-pressure boiler, complete in itself, and weighing under 6 cwt. 540 PUMPS, STEAM. Fig. 3157 is a front elevation of the pump and actuating steam-cylinder, and Fig. 3156 is a corre- sponding side elevation or view, at right angles to the first figure. The steam-cylinder A is inverted upon the horizontal plate B, which is bolted to the top of the two-standards C, forming the framing of the machine. These standards spring from the chest D, which answers as the base of the whole, and contains the influx and efflux vessels for the water. The branch E conveys the steam to the slide-valve chest F, which is arranged in the simplest manner, the slide being worked direct from the eccentric G, on the crank-shaft H. The crank-shaft is carried in two bearings in the cross-piece of the side stand- ards, and is connected to the piston-rod I, of the steam-cylinder, by passing the cranked-portion, fitted with a steel slide J, through the horizontal slotted cross-head K, of the piston-rod. The latter is pro- longed below the cross-head, for the purpose of carrying the water-plunger L, which is bored out and entered upon the rod, and secured by set screws. When the engine is not required for pumping, the plunges is dis- connected by slackening these screws, and the piston- rod then works loose inside the plunger as a guide, the the power of the engine being then devoted to driving other machinery by a belt on the fly-wheel, or by con- necting the crank-shaft with the machinery to be driven, by means of a link or universal joint, which, in the figure, is supposed to be broken away. The whole of the pump-work is shown by sectioned dotted lines in the base chest. The pump cylinder or barrel is at M, in the centre, and the passage N, at- the top, forms the communication with the vertical influx water-passage 0, governed by the conical lift-valve P. The bottom of this passage opens into an air-vessel Q, which, with the corresponding vessel for the discharge on the oppo- site side, forms the chief feature of improvement in the arrangement. The water is taken in by a pipe attached by a union joint at R, to the base chest. The discharge is by the opposite port, fitted with the lift-valve S, which opens into the top passage T, communicating with the top of the discharge air-vessel U, which has a discharge pipe attached at V. It is this neat combination of air-vessels, with the in- flux and efflux passages, which enables the pump to be worked at an effective speed without injury to the differ- ent movements, whilst a constant and regular delivery is completely secured. Without a provision of this na- ture the barrel of the common pump is only partially filled at each stroke, and the ram is consequently driven against the surface of the water with a serious shock at each down stroke. On the other hand, in Mr. Carrett’s pump, the lower valve, at each ascent of the plunger, drains its water supply from the bottom of the induction air-vessel ; which again is fully replenished by the suc- tional power from the reservoir. When the plunger descends, the water in the barrel is driven through the upper valve into the discharge air-chamber, and makes its escape thence in a “ continuous stream,” under the pressure of the contained air. Thus, the pump has a noiseless and perfectly smooth action, with a uni- form delivery. Our plate shows the old slotted cross-head movement as adopted for returning the plunger at each termination of its stroke, and for this purpose, as there is no great strain on the working parts, this sim- ple plan has met with an apt application. For powers of pumps from three horses upwards, a connect- ing-rod and vertical slide movement is substituted, and this of course is a much more suitable arrange- ment where the engine is intended occasionally to exert its power through the crank-shaft. The slotted frame is not, however, a mere aperture, as in the original plan adopted in steam-engines. A thin metal plate is bolted on each side, so as to provide projecting edges as guide flanges for the slide- block, and to retain the lubricating oil on the surfaces where it is wanted. Pumps like the preceding, with a fly-wheel, are better suited to constant work than to the variable duty of feed-pump to a boiler. They must be run with sufficient velocity that the impetus of the fly- wheel may carry the valve sufficiently far to open the ports. This difficulty, as has already been ex- plained, has been obviated in the Worthington pump, by relieving the pressure on the pump piston near the conclusion of the stroke. In Garrison’s pump, also a direct action pump, this throw is effected in the steam chest. The motion is somewhat similar to the working motion of a planing machine, fig. 3080. The roa x is the valve, and the weight r consists of a small piston working in a cylinder open at the upper end to the steam pressure, the other end connected with the exhaust. In this way the pressure of the steam is made to serve for the weight ; other direct engines have been constructed in which the valve is worked by another sma. 1 engine. 3157. PUMPING-ENGINE. 541 PUMPING-ENGINE, erected at the new Dry Dock, Brooklyn Navy Yard, New York. The pumping- engine of the new Dry Dock, at the United States Naval Station, New York, is of the largest class, and possesses many interesting features. It was built at Kemble’s West Point Foundry, and affords additional proof of the capability of that establishment to execute the most massive work in the highest degree of perfection. There are but very few specimens of large pumping- engines to be found in the United States, those if the government dry docks at Norfolk and Boston being the most important. These, however, are of somewhat antiquated construction, and possess no remarkable qualities of excellence. The new dock at New York being the largest in the country, and at the most extensive naval station, it was deemed important that the machinery for exhausting it should be of the most perfect kind, and of great power and capacity also, as but a very inconsiderable amount of aid is afforded by the recession ol the tide. The “duty” required of the engine was to raise 610,000 cubic feet of sea-water in three hours, dis- .ributed through different heights, as follows : 110.000 cubic feet of water raised through an average height of 21- feet. j.25,000 “ “ 71 “ 115.000 “ “ 12J “ 542 PUMPING-ENGINE. 110.000 cubic feet of water raised through an average height of 174 feet. 110,000 “ “ 22 | “ 40,000 “ “ 26 610.000 The commission appointed to devise a plan, unanimously adopted that shown in the accompanying figures, a brief description of which is here given. The pumps are two in number, of the kind denominated “lifting-pumps,” each 63 inches in diameter of cylinder and 8 feet length of stroke. The suction-pipes (also 63 inches in diameter) are extended tc the bottom of the well, and terminate in suitable rose-pieces, with ample apertures in the sides for the 4028. — Elevation and Section of the Pumps. ? 1 1 M f , ..7 s ... V admission of the water. By this arrangement a staunch support is furnished for the insistent weight of the upper works of the pumps and the engine above. Each suction-pipe is furnished with a capa- cious branch-piece, (63 inches diameter,) forming a connection with an air (or vacuum) chamber, sit- uated centrally between the pumps, and extending up to the bottom of the upper (or engine) bed-plate. This air-chamber, in addition to the support received from the branch pipes, is upheld by a hollow cylindrical pillar resting on the bottom of the well. A continuation of this pillar is carried through the centre of the air-chamber to the under side of the lower (or pump) bed-plate. The pump-cylinders, suction and branch pipes, the air-chamber and its support, are r>f cast-iron, PUMPING-ENGINE. 543 flanged and ribbed, as represented in the figures, the pump-cylinders lieing lined with composition metal. The mouths of the pumps are placed at the level of mean low water, in a chamber formed of cast- iron, 8 feet wide, 13 feet high, and 30 feet long, — the bottom of the chamber forming a support to the heads of the pump-cylinders, as well as a bed-plate for the air-pump and condenser of the engine : its sides, strongly ribbed, support the engine bed-plate with the superstructure, and the top is itself a part of the engine bed-plate. A culvert from the bay leads up to one of the sides of this chamber, and serves as a conduit for the water delivered from the pumps. Twelve of the panels of the side of the chamber adjoining the conduit are open, and furnished with flap-valves of vulcanized India-rubber, opening outwardly to prevent the rising tide from flowing into the chamber. Four cast-iron girders of J. section, 32 inches deep, are placed transversely across the well, directly underneath the bottom of this chamber, and are held down to the masonry by suitable bolts. Ihe arrangement of the pump-valves is of somewhat novel character, a suction-valve being placed near the bottom of each suction-pipe, in addition to the usual one near the bottom of the pump-cham- bers. Each of these valves is provided with suitable chests and bonnets, and is composed of vulcanized ndia-rubber, with the usual metal guard above. A disk of India-rubber, cut to the proper shape, with punctures along its diameter, is slipped over standards, tapped into the valve-seat, and secured by washers and the nuts of the guard; the India-rubber alone, from its flexibility, forming the hinge. due valve-seats are of composition metal, their faces being indented in such ? manner as to require 0 44 PUMPING ENGINE. two sets of valves to eaeli chest, and are divided into numerous apertures by narrow but deep bars, crossing each other at right angles. This cross-barring forms a support for the flexible material of the valve, and obviates all the difficulty to be apprehended from the tendency of the valve to collapse on being loaded. A perfectly tight and quiet-working valve is the consequence of this arrangement. The pump-rods are double, and passing through stuffing-boxes in the floating covers with which the pumps are provided, take hold of cross-heads working in slides below the engine bed-plate. From these cross-heads, double connecting-rods extend directly to the beam of the engine. The engine is a double-acting condensing one, of 50 inches diameter of cylinder, and 12 feet length of stroke, with an independent adjustable expansion-geer, so arranged, that as the load upon the engine is increased by the lowering of the water in the dock, a proportionate increased amount of steam is ad- mitted into the cylinder. The working beam is of cast-iron, 31 feet long between the “ end centres,” and 4 feet deep at the “ main centre,” strongly flanged and bossed. The piston-rod is attached to the beam by a parallel motion; the main-pump and air-pump rods are connected to it by double rods and links, the air-pump cross-head working in slides attached to the columns of the engine-frame. The balance-wheel is of cast-iron, 25 feet in diameter, a cross section of its rim having an area of about 80 square inches. Its arms (eight in number,) unite in a centre case, having compartments to receive their tapered ends. The condenser is formed from a portion of the air or vacuum chamber before described, a partition being placed in that portion of it which extends above the engine bed-plate. The air-pump stands level with the condenser. The air-pump rod and bucket, foot-valve and seat, are of composition metal. The length of stroke is 42 inches, the diameter of the cylinder 44 inches. The interior of the cylinder is lined with composition metaL The piston, cylinder-cover, and steam chests, side-pipes, valves, and valve-geering, are all nearly identical with those used in the best specimens of American steamboat engines. The boilers are three in number, 2G feet long, and of 7 feet diameter in the waist, built on the ‘ ‘ single return drop flue ” plan. They are fed by the direct action steam-pumps of Worthington and Baker of New York. PUMPING ENGINES. For the water supply of cities the Cornish Engine (q. v.) for this purpose affords the highest rate of duty. We know of no others that are remarkable either in construction or duty, except the one at Cambridge, Mass., already spoken of, and one at Hartford, Conn. The pecu- liarity of the latter consists in the arrangement of the piston in the pump cylinders : there are two pistons in each cylinder, the piston-rod of the lower passing through that of the upper, and so arranged in their alternate movements, that the flow of water is nearly continuous. They are actuated by cams, driven by a vertical steam engine, working very expansively. PUMP, LEEGIIWATER STEAM. — Drainage of the Haarlem Lake , Holland. In order to ascertain the most approved method, and at the same time the most economical manner, of draining this lake, the Dutch government appointed a commission of engineers to report upon the best means, and to examine the various plans of drainage adopted in England. After examining a great variety of schemes and proposals, it was determined to adopt the plan submitted by Mr. Joseph Gibbs and Mr. Arthur Dean. It is proposed to have three engines of the same power, and three sets of pumps. The first of these engines is now in operation, and is shown in Figs. 3158 to 3161. Description of the engines. The Leeghwater Engine, as shown in the figures, has two steam cylinders A and C, one within the other, united to the same bottom X ; but the inner one is not attached at the top, a clear space of 1^- inch existing between it and the cover, which serves for both cylinders. The large cylinder A, is 144'37 inches diameter, and 1^- inch thick; and C, the small cylinder, 8D25 inches diameter, and If inch thick ; both are truly bored out, and the small cylinder is also turned on its outer circumference. B is a steam-jacket for the large cylinder, cast in 13 segments — which is again enve- loped in a wooden casing l , having 4 inches of peat ashes between them. Pistons. — The small cylinder C is fitted with a plain piston of 5474-81 square inches area, and tho large cylinder A is occupied by an annular piston of 10323-36 square inches area. The areas of the two cylinders, after deducting 472'8 square inches for the thickness of small cylinder, are as 1 to 2-85. The internal and external packings of the pistons consist of hard cast-iron segments at bottom, with gasket above, pressed down by glands, also in segments; the qpen spaces in the pistons cc are filled with cast-iron plates, and the tops of the pistons have movable cast-iron covers. Cap or cross-head. — The pistons are connected to the great cap or cross-head G, by the main piston- rod Y, of 12 inches diameter, and by four small rods y, of 4£ inches diameter, (Fig. 3158.) The great cap G has a circular body 9 feet 6 inches diameter, divided into eight compartments, which can be filled with cast-iron weights ; from its centre a guide-spindle z, passes through a stuffing-box placed in the centre of a great beam of timber 2 feet square, which passes across the engine-house, and is secured to its walls ; there are two other guide-rods b, which pass through stuffing-boxes in the arms of the great cap G, and are secured to the upper and lower spring beams. Plungers. — Suspended from the arms of the great cap are two 9-inch plunger-poles F, working ir. plunger-cases D ; attached to D are two valve-nozzles d'\ connected with stand-pipes d\ by two branch pipes d" ; the valve-nozzles are connected with each other and a hydrostatic equilibrium valve-nozzle O, from the bottom of which a branch piece is connected with the stand-pipes d by the pipes d"". The exterior surfaces of the plunger-cases D are turned truly, so as to allow the rings e e to slide up and down freely ; the rings are suspended from the great cross-head by rods v, and are furnished with cross- bearings, on which the jaws of the two air-pump balance-beams E rest : the inner ends of these balance- beams move in a perfectly vertical line, and the outer ends are furnished with rollers working between guides, to allow for the variation of the beams during the up or down stroke. Air-pump. — From the centre of the air-pump balances, the two air-pump plunger pistons n are sus- pended, (Fig. 3159;) diameter of plunger pistons 40 inches, stroke 5 feet; the two air-pumps N are united by a branch piece with the bottom of the condenser M. The condenser has an intermittent in PUMP, LEEGHWATER STEAM. 545 jeclion by a valve 8 inches diameter, and a constant injection by another valve of 3 inches diameter, it is the condenser cistern. Pipes and valves . — L is the steam-pipe (2 feet diameter) from the boilers ; in it is placed a double beat governor-valve of 16 inches diameter. P, the induction-valve, 10 inches diameter and nozzle. Q, Equilibrium-valve, 20 do. do. do. S, Eduction-valve, 26 do. do. do q , Equilibrium steam-pipe. The induction and equilibrium nozzles are each connected to a separate port cast in the cylinder’s bot- tom. The eduction nozzle is connected by a pipe M, 34 inches diameter, to the branch-pipe M of the condenser. The pipe M is also connected to the bottom of the cylinder, in which a port is cast, which communicates with the space under the annular piston; by this arrangement a constant vacuum is maintained beneath that piston. The hand-geer is connected to the weigh-post K, and the plug-rod is worked by a lever and shaft T, the outer end of which is slotted and worked by a pin on the sliding-ring e. Pumps.— The engine works eleven pumps of 63 inches diameter ; each pump is furnished with a cast-iron balance-beam H, (Fig. 3158,) which radiates from the centre of the piston-rod ; the inner and outer arms are of equal lengths from the centre gudgeon. The inner ends of the balance-beams are furnished with cast-iron rollers, working against a plate, fitted with guides for each roller, which is screwed up against the under side of the great cap ; each beam is connected to the cap by two slotted bridles, to insure simultaneous upward motion during the up-stroke of the engine. From the outer end of the balance-beam the pump piston is suspended by wrought-iron rods, 3 inches diameter and 16 feet long, and an additional length of 14 feet of patent chain cable attached to the pump piston. Fio\ 3160 shows a section of one of the pumps, and Fig. 3161 an elevation of the piston. A, working barrel, 63 inches diameter ; B, windbore and clack piece ; C, the piston or bucket ; D, bottom valve and seat Vol. II. — 35 546 PUMP, LEEGHWATER STEAM. The pump piston C is of a peculiar construction ; it is composed of a wrought-iron centre-piece, 1 inch thick ; firmly bolted to this piece are two double elbow frames of cast-iron, called “ the cradles ;” the elbows are faced with gun-metal plates ; the cradles serve to support two wrought-iron semi-elliptic valves cc, which occupy the whole area of the pump when they fall out, and constitute in fact the pis- ton. These valves are edged with wood, having a piece of leather on the upper side secured by a wrought-iron gland ; the valves are hung to the centre-piece at about 3 inches from their lower edges, so that when they open during the down stroke, any dirt or sand which has lodged on the bottom may fall through. Attached to the centre-piece are two plates of cast-iron, which serve as ballast to sink the piston ; these ends are cast with a jaw, in which pieces of wood are secured to prevent friction against the sides of the pump, and to give steadiness to the piston. These pistons require a weight of 1'4 lb. per square inch of the area of the pump to sink them with the velocity required upon the down stroke. The pump pistons of the Leeghwater are not furnished with guides, as shown in Figs. 3160 and 3161 , and work very well without them : but the pistons for the pumps of the Cruquius and Van Lyn- den engines (now constructing for the drainage of the lake) will have guides, in consequence of the diameter of the pumps being increased to 73 inches. Ptimp valves. — The bottom valves have cast-iron seats secured to the windbore, the valve beats are of wood, and the valves are simply plates of wrought-iron, 1 inch thick ; the valves are not hung on tired joints, but are each fixed to a bar, the ends of which are entered in cast-iron slot-pieces, allowing a rise of 1 J inch, so that the valve can rise altogether from its beat, and give a large water passage all round. Power of engines. — The steam and pump pistons both perform a stroke of 10 feet in length: each pump by calculation should deliver 6'02 tons of water per stroke, or 66'22 tons for the eleven pumps; but by actual admeasurement of the quantity delivered, it is found to be 63 tons. The loss might be reduced, but probably at the expense of increased friction. The engine-house is a massive circular tower, concentric to the cylinders ; on its walls are placed the eleven pump balances radiating from its centre. The eleven pump balances are so placed as in no way to disturb the equilibrium of the great cap of the engine, under which the inner ends of all the balances are concentrated. If any of the pumps require repairs, the opposite pairs can be easily detached, with- out causing more than a trivial delay to the working of the engine. The astion of the engine is very simple ; the steam being admitted into the small cylinder, the whole of the dead weight and pump-balance beams attached to the great cross-head are elevated with it, and the steam being cut off at such portion of the stroke as may be required, the remainder is effected by the momentum acquired by the dead weight and the pressure of the expanding steam upon the small piston, (the pump pistons at the same time make their down stroke ;) at the end of the up stroke a pause of one or two seconds is requisite, to enable the valves of the pump pistons to fall out, so that upon the down stroke of the steam piston they may take their load of water without shock. During this time it is necessary to sustain the great cross-head and its load of dead weight at the point to which it was elevated by the up stroke, as otherwise it would fall back until the expanded steam under the small piston was compressed to a density equal to the pressure per square inch of the load lifted, or would cause a very violent shock upon the pump-valves by suddenly throwing them out against the sides of the pumps. To avoid these evils the hydraulic apparatus D F was devised. Hydraulic apparatus. — When the engine makes its up stroke, the plunger-poles F (which form part of the dead weight) are lifted, and the water from the stand-pipes and reservoirs d' flows through the valves d", and follows up the plunger-poles as fast as they are elevated. At the end of the stroke the spherical valves instantly close, and the dead weight is suspended exactly at the point at which it had arrived — and, of course, if the valves are tight, could be maintained there for any given period ; in con- sequence of all strain being thus removed, there is no pressure to close the valves of the pump pistons beyond their own weight ; therefore, they fall out without the slightest shock. To make the down stroke, the equilibrium steam-valve Q, and the hydraulic valve 0 are opened simultaneously : the water from beneath the plungers escapes to the stand-pipes and reservoirs by the pipes d"", and the steam from the small cylinder passes by the pipe q, round to the upper side of the small and annular pistons, puts the pressure on the small piston in equilibrium, and presses upon the annular piston, (beneath which a constant vacuum is maintained,) in aid of the dead weight now resting upon the inner ends of the pump balances : by the united effort, the pump pistons are elevated and the water dis- charged. Before the next stroke is made, the eduction-valve is opened and a vacuum formed over both pistons. So well does the hydraulic apparatus just described effect the object for which it was designed, that the Haarlem-mer Meer Commissioners have decided to use only eight pumps, but of 73 inches diameter, for the other engines ; the chief reason for the adoption of the 63-inch pumps for the Leeghwater Engine having been the fear of the shocks to which such large pump pistons are ordinarily liable. Boilers. — The Leeghwater Engine is furnished with five cylindrical boilers, each 30 feet long and 6 feet diameter, with a central fire-tube, 4 feet diameter : a return flue passes under the boilers to the front, and then splits along the sides. Over the boilers is a steam chamber, 4 feet 6 inches in diameter and 42 feet in length, communicating with each boiler; from thence a steam-pipe, of 2 feet diameter, conducts the steam to the engine. The steam space in the chamber, boilers, 'and pipe is nearly 1 320 cubic feet, and as the engine draws its supplies from such an immense reservoir of steam, no “ primage’’ takes place, and a very uniform pressure upon the piston is obtained until the induction-valve closes These boilers have produced steam enough to work the engine to the net power of 400 horses. The Oruquius and Van Lynden Engines will have boilers capable of working to 500 horses’ power if re- quired. The drainage.— Prior to the construction of the engine-house, &c., an earthen dam of a semicircular form was thrown out into the lake, to inclose about 1^ acres; after the water was pumped out from PUMP, LEEGHWATER STEAM. 547 within the dam, a strong piled foundation was made, and the masonry commenced at the depth of 21 feet below the surface of the lake : a small steam-engine was erected to evacuate the water from the dam. When the Leeghwater was completed, the commissioners determined to test its merits fully before deciding on the construction of the other engines upon the same model ; and as they had the means of evacuating the water within the dam to any level required, the Leeghwater could be tried and worked continuously under any circumstances, precisely similar to those which will occur during the drainage of the lake, if, instead of discharging the water from the pumps into the upper canal, it was allowed to fall back again to the level from whence it was derived. The average depth of the lake is 13 feet below the general level of the surface water of the canal and water-courses conducting to the sea-sluices ; when the communications between those waters and ♦lie lake are closed, the engine will at first have only the head of water caused by the discharge from the pumps, and the friction of the machinery, to overcome ; in this state, all the filling plates or ballast of the great cap and pistons will be taken out, and counter-balances added to the pump balance-beams “ out of doors,” so as to take up as much of the dead weight attached to the great cap as may not be required for working the engine : as the lift becomes greater, the dead weight “ in-doors” will be gradu- ally added. In this manner the engine was worked for a considerable time, to get all the parts in good working order. A sub-committee of the commission conducted a series of experiments, and satisfied themselves that the Leeghwater will perform a duty of 75 million pounds, lifted one foot high, by the consumption of 94 lbs. of good Welsh coal, whilst exerting a net effective force of 350 horses’ power. With a lift of 13 feet, the engine easily worked the eleven pumps simultaneously; the net load of water lifted being 81'7 tons, and the discharge 63 tons, t«er stroke. When the bed of the lake is cultivated, the surface of the water in the drains will be kept at IS inches below the general level of the bottom ; but in time of winter floods, the waters of the upper level of the country will be raised above their ordinary height : in which case, to keep the bed of the lake drained to the regulated height, the lift and head may be increased to 17 feet. To test the power of the engine under these circumstances, (and without regard to the consumption of fuel,) the whole of the 11 pumps were worked simultaneously, and the extraordinary quantity of 109 tons net of water was raised per stroke to the height of 10 feet; but, in practice, it will be advisable to work a less num- ber of pumps, and increase the number of strokes per minute. After numerous and severe trials of the engine, the commissioners were satisfied that it is capable of performing its work under the most difficult circumstances that can arise ; and immediately determined on having two more engines constructed, of equal size, and on the same model — the only material alter- ation being in the arrangement of the pumps ; the number being reduced to 8 for each engine, but of 73 inches diameter, placed in pairs opposite each other, and the ends of the balance-beams projecting over the great cap of the engine, (instead of under as in the Leeghwater,) to which they will be con- nected by stout wrought-iron straps. The boilers also will be increased in number, and in power nearly 100 horses. All the feed-water will be filtered before passing into the boilers. Advantages of two cylinders. — Many persons imagine that the engines are constructed witli two cylin ders to obtain a greater expansion of the steam than would be attainable in one cylinder ; but such is not the case, as no greater economy of steam can be obtained by the use of two cylinders than by one, although greater steadiness of motion for rotatory engines, and less strain upon the pit-work of a mine- pumping engine, may result from the use of two cylinders. In the Haarlem engines two cylinders are used, because if one cylinder only were employed it would sometimes be necessary to use a dead weight of 125 tons to overcome the resistance of the water load and friction of the engine and pumps ; such a mass of iron or other heavy material would be unmanageable, and no alteration in the force of the en- gine could be effected but by taking from or adding to the dead weight, which would be a source of great difficulty and inconvenience, when the varying character of the load, during the drainage of the lake, is considered ; particularly as at times the water will be charged with so much foreign matter as greatly to add to the friction of the pumps. By the system adopted the maximum dead weight ele- vated by the small piston will seldom exceed 85 tons, the additional power required being derived from the pressure of the return steam, at the down stroke, on the annular piston ; by varying the ex- pansion and pressure of the steam in the small cylinder, the engineman can add to, or diminish the pressure upon the annular piston, so as to meet any case of variable resistance without the inconveni- ence and delay attending an alteration of the dead weight ; the load is therefore under perfect com- mand at all times. Quantity of water. — The area of the Haarlem Lake is 45,230 acres, the estimated contents to be pumped out about 800 million tons ; but should the quantity be increased by any unforeseen cause even to 1000 million tons, the whole amount could be evacuated by the three engines in about 400 days. The bed of the lake when drained must be always kept dry by machinery, and observations continued during 91 years show that the greatest quantity of rain which fell upon the area of the lake in that period would give 36 million tons as the maximum quantity of water to be elevated by the engines in one month ; to perform this work would require a force of 1084 horses’ power to be exerted during that period ; the average annual drainage is estimated at 54 million tons. The cost of the Leeghwater, buildings and machinery, was £36,000 ; of this amount about £15,000 are due to the buildings and certain contingencies. For the foundations 1400 piles were driven to the depth of 40 feet into a bed of hard sand, and a strong platform laid thereon at the depth of 21 feet below the surface of the lake ; upon this platform, at the distance of 22 feet from the engine-house, a strong wall pierced with arches was constructed, and at 7 feet from the coping a stout floor of oak was laid between the wall and the engine-house ; the pumps rest upon the platform beneath and opposite the arches, and their heads come through the floor alluded to, and stand about 3 feet above its level : into the canal thus formed between the engine-house and the outer wall, the water from the pumps is discharged and 548 PUNCH, REVOLVING SPRING. flows off on either side of the boiler-house, through sluice-gates, into the canals conducting to the sea sluices. The great cost of the buildings, for whatever description of machinery might have been employed, rendered it an object of considerable importance to lessen this expense by concentrating the power tc drain the lake in three engines ; in addition to which a considerable saving in the wages of enginemen, stokers, and others is effected, as these large engines require very little more attendance than an ordi- nary mine engine ; this is an important feature in the economy of the charge for the permanent drain- age of the “Polder,” which will be formed by the bed of the lake. The average consumption of the ordinary land-draining engines applied to scoop-wheels and Archi- median screws, may be taken at 15 lbs. of coal per net horse-power per hour; this quantity will be greatly reduced if the horses power of the engines be calculated by the pressure of the steam on the pistons, and not by the net delivery of the water ; in a case where the water delivered by a large steam-engine working a scoop wheel, was measured during eight hours, the engine was found to exert a net force of 73 horses’ power during the first hour, with a consumption of 15 lbs. of coals per net horse- power ; as the lift increased the power diminished, and the consumption of fuel increased, until at the eighth hour it was found that the engine only exerted a net force of 33 horses’ power, and consumed 24 lbs. of coal per net horse-power per hour. The consumption of fuel by the Leeghwater is 2-J lbs. of coals per horse-power per hour when working with a net effective power of 350 horses. No new principle has been developed in the Leeghwater, but important facts have been demonstrated which must have an immense influence on the progress of agricultural hydraulic engineering : it has proved that witli proper attention to well-known principles, steam-engines of the very largest class (the Leeghwater is believed to be the largest and most powerful land engine ever constructed) may be em- ployed to raise great bodies of water from low lifts for the drainage or irrigation of low lands with as great an economy of fuel as was hitherto generally supposed to be confined to the elevation of com- paratively small quantities of water to great heights. To the Haarlem-mer Meer Commissioners be- longs the merit of having ventured to carry out this bold experiment, and they will reap their reward by an economy of at least £100,000 over the cost of draining the lake by the ordinary system of steam- engines and hydraulic machinery employed to drain land ; and of upwards of £170.000 and three years time over the cost of draining the lake by the windmill system hitherto generally employed in Holland. The Leeghwater is named in honor of a celebrated Dutch engineer, who, from his great success in draining numerous lakes in North Holland, was popularly known by the name of “ Leeghwater,” or “ the drier-up of water,” and with him the first proposal to drain the lake originated in 1623. The engines and pumps were manufactured at the establishment of Messrs. Harvey Co., of Hayle, and Messrs. Fox & Co., of Perran, Cornwall. PUNCH, REVOLVING- SPRING. Invented by S. Merrick, of Springfield, Mass., and patented February 28th, 1848. This tool is designed for punching leather and other like material, and contains four punches of vary ing size, either of which can be instantly brought into use. In the drawings, Fig. 3162 denotes a side elevation. Fig. 3163 an end view of the cylinder E, and the series of rotating punches FFFF, showing the right-angular shoulders b, on the punches. In said Figures A denotes the bed-lever of the punches ; B, the punch-lever, or that which supiports or carries the series of rotating punches FFFF, which are sustained and revolve between spring-jaws D D. I is the bed or blank of copper, in conjunction with which the lower punch acts during the opera- 3162. 3103. tion of punching ; E is the cylinder to which the several punches are fastened : right-angular notches are made in the lower side of the spring-jaws D, which notches are made to fit the projections or right-angular shoulders b, made on the sides of the punches; their object is to prevent the lower punch from being moved forward towards the extremity of the lever A during the operation of punching. Each punch of the series is fitted with like shoulders. The notches are made in cam pro- jections, formed respectively on the spring-jaws. For the purpose of effectually discharging the little circles or cylinders of material separated from any article by the cutters, and which pass through the cutters and into the interior of the cvlinder E, a cone is arranged with respect to the discharging mouths of the punches, so that, after the pieces of leather have passed out of the punches they are forced against the cone, and by it directed laterally and out of the space. Without some such con trivance, the space is very liable so become filled or choked by the pieces which are cut away by the punches. The remaining parts of the punch will be obvious without further description. PUNCHING MACHINE, STEAM. 549 PUNCHING MACHINE, STEAM. — By M. Cave, Paris. Fig. 3164, elevation. Fig. 3165, end view. Fi°\ 3166, nlan. Fig. 8167, sectional plan of punching-frame. Fig. 3168, section of cutter adapted to machine for cutting plate. Fig. 3169, elevation of the same. Fig. 3170, plan. Fig. 3171, section showing the mode of keying the punch. Literal References. * team-cylinder. b, piston and cross-head h’. c, slide-valVe, opening alternately the steam-port c' and exhaust- port c", worked by rod d. d shde-rod. e, steam-pipe. f, punching-lever, connected to the piston by the links/' and cross-head b' working in frames /". g, punching cylinder, connected to lever f by the links g. h, frame for carrying punching machinery. j, lever fixed to the rod d for stopping the machine by the pins/; it is worked by the handle j " and counterbalance/”. k, connecting-rod. l, crank and shaft. 550 PUNCHING AND PLATE-CUTTING MACHINE. m, fly-wheel. n, punch, o, dies. x>, stop. I q, plate being punched. r, foundations. s, aperture through which the iron plate punched I out falls. PUNCHING AND PLATE-CUTTING MACHINE. By Messrs. Nasmyth, Gaskell d' Co., Man Chester . Fig. 3172, front elevation. Fig. 3173, side elevation. 3172. Literal References. а, tight and loose riggers. б, fly-wheel. c, spur-wheel and pinion. d, frame for carrying machinery. e, shaft and eccentric for raising and depressing slide. 3173. ft slide, the upper end having a steel cutter g, and the lower end the punches h. g, steel cutters. h, punches. i, die-frame. /, stop for preventing the plate from rising. k, travelling table for carrying plate to be punched. l, rods, levers, and spindle for advancing the trav elling table by means of tappet m, on spur-wheel m, tappet on spur-wheel. n, rack-bar attached to brackets o of travelling table. o, brackets fixed to table. p, carriage for supporting spindle. PUNCHING AND SHEARING MACHINE. 551 PUNCHING AND SHEARING MACHINE. By Cairo & Co., Greenock. These figures repre sent the form and general arrangement of a machine of great importance and utility in the manufacture of steam-engine boilers. The present example is distinguished for its mechanical elegance of design, simplicity of construction, compactness and strength. Although the machine occupies only a very in- considerable space on the floor of the factory, it is capable of punching and shearing plates of one inch in thickness. Fig. .3174: is a general side elevation of the machine. Fig. BUS is a front elevation, looking upon that face of the machine which is adapted to the opera- tion of shearing. Fig. 3176 is a corresponding elevation of the opposite end at which the operation of punching is per- formed. Fig. 3177 shows the form of the main-shaft and section of the slides. General description . — The framing consists of a single massive casting A A, having strong brackets B C and D E formed upon it at opposite sides. In the pieces B and D recesses are formed for the re- ception of the bushes of the shaft N, and of the slides b b, to which the shearing cutter and punch are attached respectively. The bushes of the shaft N are adjusted to the proper degree of tightness by the 3174 . cotters dd; and the extremities a a of the shaft, close to these bearings, are formed eccentrically, as shown in Fig. 3177. These eccentric ends are inserted into the slides bb, and work in oblong bushes of such a form as to allow the eccentrics to move freely in a lateral direction, while the full amount of their vertical motion is transferred to the slides. These bushes are retained in their places by thin wrought-iron covers c c. The slides move vertically between the parallel dovetail guides e e, fixed by screws tapped into the projecting pieces B and D, which are carefully dressed to allow the slides to move freely but without play upon them. On the shearing slide is fixed a steel cutter/, acting in contact with the stationary cutter inserted into the table C ; the cutting edges form an acute angle with each other, so that during the process of shearing, the action is rendered gradual. The opposite slide carries the punching-tool r/, which is held in its socket by a cotter h ; the small hole i, immediately over it, is for the convenience of driving the punch out of the socket when required. The die-holder is attached to the table E by two screws tapped into the table, and thus admits of being changed at pleasure. The shaft N derives its motion from the large bevel mortise-wheel M M, keyed upon it between th< cheeks of the frame. This^pheel geers with, and is put in motion by, the pinion L, or the low _ r enu of the vertical shaft J, which is carried in a step supported in a bracket cast on the inside of one of the 552 RAG AND WASTE PICKER. cheeks; the upper end revolves in an independent hearing attached to any convenient beam. The power is transmitted to this shaft from the driving-shaft F, by means of the two bevel-wheels Cf and H. On the upper end of the same shaft J is keyed the fly-wheel K, for equalizing the motion of the machine under the irregular strains to which it is subject. Action of the machine . — Motion being communicated to the eccentric-shaft N, the slides will be made to travel vertically through spaces corresponding to the eccentricity of the parts a a, thereby working the shears and punch alternately ; the eccentricity of the two extremities being formed on opposite sides of the shaft, so that while the punch is descending, the cutter of the shears will be ascending, and vice versa. The plates under operation are shifted by hand, upon tables of wood erected at the proper levels, and usually witlf guides fixed upon them for insuring accuracy in the operation of cutting. Literal References. L A, the frame of the machine. B, hollow bracket for the shearing-slide. C, the fixed table for the same. D, hollow bracket for the punching-slide. E, the table upon which the hollow die is set. h a, eccentric ends of the shaft N. L b, the shearing and punching slides. c c, covers fixed upon the slides over the ends of the eccentrics a a. dd, cotters for adjusting the adjusting bearings of the shaft N. ce, dovetail guiding pieces between which the slides move. f the shearing-cutter. ( 7 , the punching-tool. /i, a cotter for fixing the punch in its socket. i, an oblong hole over the socket of the punch lor driving it out when required. F, the shaft by which the power is led to the ma- chine. G, a bevel-wheel on the horizontal driving-shaft, geering with H, a bevel-wheel on the vertical driving-shaft J. K, the fly-wheel for regulating the motion of the machine. L, a bevel-pinion on the vertical shaft J, geering with M, a large bevel mortise-wheel fixed on FT, the main eccentric-shaft. PYROMETER. An instrument for measuring the degrees of heat. The term pyrometer is generally understood to denote either an instrument intended to measure higher temperatures than can be measured by the ordinary thermometer, or an instrument for comparing the expansions of different metals. Various contrivances have been employed for the above purposes. Musschenbroek, the original inventor of the pyrometer, adopted the following method : A prismatic rod (about six inches long) of the metal under trial being attached at one extremity to an immovable obstacle, and heated by lamps, the other end is necessarily pushed forward ; and this being fastened to the end of a rack playing into a pinion, communicates a revolving motion to an axle to which a train of wheel-work is attached, vdiereby the minutest expansion of the heated bar is rendered sensible, and measured by an index on a dial. The principle of this apparatus is sufficiently simple; but the uncertainty attending the motion of so many loosely connected wheels and pinions must have rendered its indications of little value ; and the method is liable to a still more serious objection, namely, that the temperature communicated to the bar by the lamps is entirely unknown. Desaguliers, and afterwards Ellicott, made several improve- ments in the construction of the instrument, tending to give it a more equable motion and to increase its delicacy. Graham substituted a micrometer screw for the wheels and levers that had formerly been employed ; and on this principle Mr. Smeaton contrived an ingenious apparatus, which is described in the Phil. Trans., vol. xlviii. RAG AND WASTE PICKER — By C. G. Sargent. It has always been a desideratum, and hith- erto unaccomplished in any practical degree, for the manufacturer to be able to reduce waste yarn and poor or worn fabrics to their original condition of fibre, and capable of being again worked into cloth. The above machine accomplishes this object, being capable of reducing 150 pounds of waste woollen yarns, so that they may be easily carded and spun anew. It was invented after trials of several modes, and after much consideration, by Mr. Charles G. Sargent, of Lowell, and he is now constructing them for most of the woollen-mills in that section of the country. The cost of one whose cylinders are 12 inches long, with full rights to use it, is about §300. The machine and its action may be described by reference to Fig. 3178, which represents a longitu- dinal section of it. The frame being represented at A A A, wer line B 3 89-64 157'40 1,076,042 896,416,00 1,967,527,50 3,939,985,66 Lower line C 4 90-07 156 - 60 1,087,689 900,766,00 1,957,543,75 3,945,999,02 Lower line D 5 90-24 155-97 1,073,518 902,478,00 1,949,741,25 3,925,737,52 | Lower line E 6 91'65 159"55 1,124,509 916,596,00 1,994,416,25 4,035,522,00 Upper line B 7 93-51 160-79 1,129,097 935,116,00 2,009,911,25 4,074,124,74 556 RAILROADS. Judging the lines by these tests, we find that No 1, or the upper line , stands Gth in order of direct ness, Gth in point of value derive 1 from present actual outlay, Gth in order of working, and of course Gth in the aggregate of them all. No 2. or the lower line, is No. 3 stands No. 4 stands No. 5 stands No. G stands f 2d J 4th 1 2d [4th f 2d J 2d | 1st [1st f 5th J Oth 1 5th [5th No. 7 In order of directness. In value derived per actual present outlay. In order of working. In the aggregate of all these considerations. In order of directness. In value derived per actual present outlay. In order of working, and In aggregate of all these. In order of directness. In actual present outlay. In order of working. In aggregate of all these. In order of directness. In actual present outlay. In cost of working, and In aggregate of them all. In order of directness. In order of actual present outlay. In cost of working. In aggregate of alL Is the inferior one in every respect, standing last in all the comparisons. Simplifying the matter as far as possible, we have four routes, No. 2, 3, 4 and 5, differing from each ether, in the extremes of the first respect, rather less than two per cent., and in the latter about per cent. There seems no substantial reason at this stage of the case, founded upon such minute differences, for preferring one hue over another, and we must therefore consider what improvements each is susceptible cf, when it comes to be definitely staked off for construction. It is very rare, however, that so small differences appear in the comparison of several routes, but it is introduced here as an example in actual practice, and showing a very proper method of comparison. The route having been determined on, we proceed to the construction. Excavation and embankment . — Let ABC, Tig. 3179, represent a profile or longitudinal section of a portion of the line over which the railroad is to pass, and abed the level at which the road is to be formed, 3179 . constituting what is called the grade line. All those parts of the section above the line abed will re- quire to be cut down, and are called cuttings ; and those portions below this line will require to be filled up, and are designated as embankment, or fillings. Where a trifling variation in the general inclination of the line or of the grades is not of great im- portance, it is very advisable that the line should be so laid out that the quantity of earth, or material required for making the embankments, should not be greater than what is to be obtained from the ex- cavations. There is, however, an exception to this in cuttings or embankments of great lengths. Cases may occur where the distance between the cutting and embankment is such, that the expense of con- 3180. veying the earth from one part of the line to another is greater than the increased expense of borrowing material alongside the line of railway, or near the embankment, for the purpose of forming the embank- ment ; and of depositing the earth from the cut, which ought to have formed the embankment, upon waste ground alongside such cut, in spoil bank. These are, however, cases to be judged of by the en- gineer of the work, and are entirely questions of comparative expense between the one mode and the other. RAILROADS. 557 Width of the railway. — Fig. 3180 is a cross section of an excavation or cutting, and Fig. 3181 a cross bection of an embankment ; ab being the original surface of the ground, and gh the bottom level or ex treme depth of the excavation. The first question to determine is the width at the bottom level, as by this the whole of the operations are guided ; and this depends upon two considerations : first, the width between the rails ; and next, the width between the two lines, if the railway is intended to be a double line. 3181. N— . . 7. \ ■ A s A . A f. + \ 1 5 i 6 i ft A Width between the rails. — The first public railway, of any extent, which was executed, was the Stock- ton and Darlington Railway. The width between the rails of that railway was made four feet eight inch- es and a half, taking the Ivillingworth Colliery Railway as a standard. The Liverpool and Manchester Railway, constructed by the same engineer, was formed of the same width ; and it was then made a standing order of the legislature in England that, in all public lines of railway, the width, between the lTiils, should be four feet eight inches and a half. In 1836 this standing order was suspended, and there is now, or was until lately', no standard of width whatever. The following are the principal gages in use, ranging from 4 feet 6 inches to 7 feet : "Mo. 1. — 1 feet 6 inches, originally laid down in Scotland. No. 2. — 4 feet 84 inches, the gage in most general use. No. 3. — of 5 feet, formerly adopted for the Eastern Counties and Blackwall lines, in Eng- land. No. 4. — of 5 feet 6 inches, used in Scot- land. No. 5. — The New York and Erie Rail- road of 6 feet. No. 6. — The Irish gage of 6 feet 2 inches ; and No. 7, the Great "Western of 7 feet gage, in England. The confusion actually resulting, and to be an- ticipated by this want of uniformity in the con etruction of the “ arterial circulation,” so to speak, of Great Britain, led to the appointment by government of a commission to inquire into and report upon the most advantageous width to be adopted in the future construction of railroads in that country. The subject was examined with all the minuteness which its importance called for; every evidence was received from the friends of the several widths which it was in their power to furnish, and the result was a report from the commission in favor of the “ narrow gage,” or four feet eight and a half inches between the rails as affording all the advantages claimed for the “broad gage,” and at a diminished expense. It. is now the standard gage in that country, but in our own the matter is still left to the caprice of individuals or companies. We shall, then, assume the width between the rails to be four feet eight inches and a half. The breadth of the bearing part of the rails cannot vary much ; about two inches and a half seem to be the width agreed upon by almost, if not all, engineers. The width between the outside of the rails will, therefore, be five feet one inch and a half; or five feet one inch if the breadth of the rail itself be two inches and a quarter. Width between the two tracks. — The next consideration is the width between the tracks of the railway. Upon the Liverpool and Manchester, the width was made the same as that between the rails, viz, four feet eight inches and a half. On the London and Birmingham, and the Grand Junction Railways, the width is six feet; and less than this is not considered advisable, and is the width almost universally adopted in this country. Width on the outside of the rails. — The next question to determine is the width required on the out- side of the rails, or between the rails and the edge of the embankment, or side of the excavations. This is, to a great extent, determined by what is necessary to keep the ties firm, to preserve the stability of the rails, and to effect the passage of the engines and carriages along the railway with every possible security. Where economy of construction has been a primary object, a width of three feet and a half from the rails to the outer edge of the embankment or footpath of the excavation, or from n to k, or o' to l, Figs. 3180 and 3181, has been found sufficient to secure adequate firmness and stability to the blocks, or cross-ties and rails. But there is another very important object to effect, — the width necessary to secure the safety of the engines and carriages passing along the railway, and which is more difficult to determine, without going into the subject, in a speculative point of view. The width necessary to prevent the cars running off the bank will vary very materially, according to the circumstances of the case ; the speed, the weight, the dimensions, and the shape of wheels, the material forming the road-bed, the method of laying the rails, the alignment of the road, whether straight or curved, o S 3 IS Second Era — 1S4S to 1S5T. | r— ' (N Sfsi v errnoni > Massachusetts Rhode Island Connecticut New York New Jersey Pennsylvania Delaware Maryland Virginia. . . U : 0 5 all j'd If 4.1 <% u S 1 85 o Is — o >> : u ‘>5 li C ^ • ~ il C -r 1. I 1 ! " 0 RAILWAY" BARS. 66? The great weight of the locomotive and of the carrying stock generally, has led to various expedient, to avoid this difficulty. Rope railways, that is railways in which the cars were drawn by ropes or chains by means of stationary engines, had long been used in mining districts to overcome steep gradients. This system was adopted with some ingenious modifications, to propel cars on a level track, on the Lon- don and Blackwall railway. But it was found uncertain and expensive and given up. In fact, at present there are but few inclines in this country worked by stationary power, it being found more economical tc work with the locomotive on zig-zag or Y tracks to overcome steep gradients. As an improvement on the rope railway, Clegg and Samuda introduced the atmospheric railway upon the Dublin and Kingstown road, where it worked so successfully for a series of years, that it was intro- duced on the London and Croydon Railroad, but it proved a failure. As an expedient it was very in- genious, and may perhaps in some form be serviceable on very short lines. Suppose a large pipe to be laid down on a road, and that at one end of this pipe were placed an air-pump for withdrawing the air, and at the opposite end a piston, working accurately in the pipe. On pumping out the air from the pipe, the atmospheric pressure upon the piston would didve it along the tube. In order that the piston and the carriages might travel together, much in the same way as the short tube, or pencil-holder inside a pencil-case, travels with the outer tube or ring, — some connection is necessary between the piston within and the cars without the tube. The arrangement employed on the line from Kingston to Dalkev, a distance of If mile, is as follows : In this railway the vacuum-pipe was about 15 inches in internal diameter ; it was of cast-iron, and was laid down in the same way as the large water mains, between the two rails of the railway. After the pipes were cast, a cutter was passed through them in the direction of their length : they were then raised to the temperature of melting tallow, and a mop dipped in that material was passed through them, and being followed by a wooden piston, the inside became coated with a thin surface of tallow, which soon acquired great hardness. This was found to be an excellent sui-face for the piston to travel against. On the top of the tube was a narrow opening extending the whole length, closed by a valve so as to render the tube air-tight. This valve was a continuous flap of leather, on the upper and under sides of which plates of iron were riveted, the inner surface of the lower plate formed to the curve of the pipe, the upper plate and the leather being made a little wider than the opening or slot, and extend- ing over it on each side. This continuous valve was hinged on one side to a projecting rib, and the other edge fell into a groove containing a composition of wax and tallow, which, when melted, sealed up the pipe, and made it sufficiently air-tight for the working. A flap called the weather-valve, protected the apparatus from the weather. The piston contained within the tube was furnished with a rod 1+ oi 15 feet in length, to which were attached rollers for opening the air-tight valve behind the piston as it advanced along the pipe. The piston was connected with tbe first carriage, or driving-car, by means of a coulter : to the driving-car was attached a copper vessel, several feet in length, heated with coke, for the purpose of melting the wax and tallow when the valve had been pressed down by the apparatus. It will be understood, then, that the train of carriages moved on rails as in the ordinary railway : but between the rails the tube with its enclosed piston was situated ; and that an air-pump worked by a stationary steam engine exhausted the air in the tube in front of the carriages. The speed of the train would evidently be in proportion to the rapidity with which the air could be pumped out. It was found that an exhaustion of 15 inches could be produced in about 2 minutes, and that a speed of 50 or GO miles an hour could be produced. RAILWAY BARS .— On the manufacture and form of. The mass out of which the rail is rolled is called a “ pile,” and is composed of a number of plates cut from rolled bars to a length suitable to the convenience of handling, and the dimensions of the close-furnace in which the piles are placed to receive a welding heat. The piles have a bed and cap plate of double the width of the other plates, which keep the pile together, and are mostly of superior iron .See Fig. 3196, in which A represents the cross- section of the pile. 3198.— T or edge rail. The furnace is closed up to prevent the iron from burning on the surface before the middle of the mass is brought to a welding heat. It requires skill and practice to judge of the degree of heat necessary to insure a sound rail. If the heat is not sufficient for an effectual weld through the whole mass, the rail, when put to the severe action of the locomotive-wheels, will crush down, or peal off in laminae ; and when the rail is finished it is not easy to see a defect in the welding, as the surface may appear sound. For this reason a close and competent superintendence of the manufacture is much more important than the most careful inspection after the work is done. It often happens that a careful headman, who man- ages the rolling, will send back a pile to the furnace, before or after passing it once through the rolls, to receive a better heat. The good quality of a rail is as much dependent on effectual welding as on tha quality of the metal. 566 RAILWAY BARS. To obtain a more solid and durable surface on the top of the rail, it has been proposed to use a ham mered bar of double the usual thickness for the cap-plate of the pile, which would remain a solid ma- terial of considerable body after the rail is finished. See Fig. 3197, in which A represents the cross- section of the pile. In the composition of the pile no scraps or short pieces should be admitted, for the reason that the process of rolling and extending the mass lengthwise is adverse to welding the cross-joints between the pieces, and so far the rail is diminished in strength and solidity. Scraps and trimmings had better be wrought into common bars, to be worked over again in the smith-shop. The heavy rail is a finished piece of work, and so expensive that its efficiency should not be endangered by the use of improper materials. The pile should always be of sufficient weight to afford a surplus in length, so as to cut the rail of the desired length entirely clear of the fag-ends. Rails are often defective and give way at the ends while other parts remain sound, for the want of due attention to this matter. 3199. — Double-headed rail, to be reversed. 3200.— H-rail. Great care should be taken in the straightening and trimming ; and the first step is to see that the large cast-iron plate upon which the rail is laid while hot from the rolls is straight and out of wind — as tLe rail, being lifted and slammed down while soft, will conform to its surface, and retain a twist when cola if the plate should be in wind. This is a most mischievous fault, and can never afterwards be per- fectly corrected. Though the surface may be brought to a line longitudinally, and the base adjusted on the bearings, the pressure on the top, varying from side to side, will produce a rocking action, lending constantly to loosen the rail. Close attention should also be paid to accurate straightening, as even a slight undulation on the sur- face will produce, at the ordinary velocity of the train, (30 miles per hour,) a sensible vibration, un- pleasant to the passenger, and injurious to the road and train. 3201. — Bridge-rail. 3202. — Three-part rail. To prevent rails having these defects from being brought into use, a severe inspection should be applied to them. Each rail should be placed on a strong bench, in length equal to that of the rail, and the surface plated with iron in several places ; these plates should be dressed to a correct fine and out of wind, which will at once detect any twist or crook that may be in the rail. The circular saw is now generally used in trimming, which is a great improvement over the chisel, as it leaves the section of the rail undisturbed — a very important matter in making even joints. In considering the form of the railway bar, it may be first observed that the more simple and com- pact the section, the more sound will be the rail. It is obvious in viewing a section of the pile, (see Fig. 3196,) that there are a number of joints between the plates to be welded, and that each plate must of RAILWAY BARS. 5G7 necessity be reduced to a thin lamina in extending the mass to the length of a rail, and that the strain on the weldings and materials will be much less in one form of section than another; therefore, in de signing a form, it is well to give to this matter its due consideration. The X or edge rail, set in chairs, and the double-headed rail, Figs. 3198 and 3199 have been exten. sively used in Europe ; but it is said that the H, and bridge or U rails, American designs, are coming into favor there. They have long been the favorite patterns in America, and do now divide the opin- ions of professional men and railway companies, so that the two are placed in competition on extend ve divisions of the same line, and on different roads. Each has its peculiar merits. The H-rail has the advantage in simplicity and beauty of form, and may have in solidity, by a mod ification of the section. The head and base are generally made too light, (see Fig. 3200.) It also affords a better base for its support on the bearings. The U or bridge rail has the advantage of perpendicular sides to support the head, without projections subject to be split off, like the H-rail. It also offers better facilities in its hollow form to secure strone and even joints, by the insertion of an iron core at those points. See Fig. 3201. 3204. 3203.— Two-part H-rail. But, after all the exertion of talent and skill for the last twenty years to perfect a line of road with the usual form of rails, it still remains very deficient in smoothness and stability at the joinings, and it is feared will continue to be so while the rails are made in independent, separate, solid pieces The perfection of a rail would be one of sufficient and uniform strength— rolled, or made by other means — in one piece, without joints the whole length of the line ; but this being impracticable, the effort is now to approach it by a new device, which is to form the rail of two or more pieces, say 20 feet in length, and to splice them together, breaking joint, so that each part shall act as a splicing-plate to the others where their ends meet. A three-part compound rail of cast and wrought iron has been on trial for some time on a line of heavy traffic, and stands the test of heavy engines remarkably well. It is more elastic than a solid rail of the same weight, and the line is more uniform in strength, and of course more easy to the passenger, the train, and the road. It is apparently so far a considerable advance towards theoretic perfection. See Fig. 3202. The next attempt, having the same object in view, is a compound rail of two parts, bolted together with a vertical joint, and each part breaking joint with the opposite part. It is now under trial in a section of an important road, and is said to promise well. See Fig. 3203. The third plan, which yet exists only in model, is also a compound rail of two parts, having a vertical joint, and breaking joint. But each part is concave on the inner side, so that when they are combined they form a tube, in which, at each cross-joint, is inserted an iron core which fills the tube for a short epace, and is designed to compensate the loss of strength occasioned by the semi-cross-joint, and to pre- vent vertical slipping between the two parts. 'The edges of this compound rail are precisely alike, which renders it capable of being twice reversed, thus possessing two surfaces to be worn out in succes- sion, thereby doubling the durability of the rail. But without actual trial it is questionable whether this presumed advantage will compensate the expense of the stancheons intended to support the rail in its proper position. The form, however, may readily be modified, (see Figs. 3201 and 3205.) Fig. 3206 shows the break-joint on the top, the dotted lines representing the core. A fair statement of the distinguishing properties of these three new American devices will now be attempted, leaving a comparison of their merits to those competent to make it, and to the test of experiment. The leading property in the three-part rail is, that the cap piece is the only part subject to renewal, and being but about one-third of the whole weight, must greatly reduce the cost of repairs. The means of securing the cap-piece against endwise movement under the stroke of the locomotive- wlie.e.ls, is by 568 REFRIGERATOR, THE DRY. 3206. assing keys through the tongue of the cap-piece and fitting in stop-notches cut in the top of the earing- rails. A better mode of security in this important matter is suggested by the inventor, which is to let the tongue of the cap-rail project downwards sufficiently low that the bolts which hold the base-rails together may pass through it also. This compound rail loses about one-third of its strength at each cross-joint; but the objection may be relieved to a considerable extent by inserting an iron core at each cross-joint under the tongue of the cap-piece. This form of a composite rail necessarily carries with it one great objection in view of a perfect surface, as the latter is broken at the end of each cap- rail by a thorough cross-joint, presenting a notch for the wheels to pass over of more or less extent, pro- ducing more or less jar at all those points. The two-part H-rail, the second noticed, and the two-part tubular rail each equally possess the ad- vantage of a surface but partially broken, as the cross-joint extends only to the nriddle of the surface, leaving the other part a bearing to the wheels in passing over. They also equally possess a provision against end-tlirusts, in merely combining the two parts. When the surface is 'worn out, the whole rail is lost in each case. The two-part H-rail loses half its strength at each cross-joint ; the tubular rail, in consequence of the core, is of nearly equal strength in all parts of the line. REFRIGERATOR, The Dn/, for Family Use. A. S. Lyman’s. Fig. 3207 is an interior view. The ice is placed in the chamber A, and the air in contact with it being cooled and condensed, and therefore rendered heavier, flows down through the grate R, and the descending cold air flue C, in the direction of the arrows. It is discharged up through the opening in the hack part of the bottom of the lower drawer. The warmer air in this drawer rises up through the opening M, in the division hoard above and onwards, finally passing up the flue D, and over again upon the ice : thus a current is formed, as shown by the arrows. For the purpose of showing more clearly its inter- nal arrangement, the middle drawer is represented as partially open. This shows the opening M, through the division board on which that drawer rests, and the opening N, through the back end of the bottom of that drawer. This opening If, is now closed by the division board. When the drawer is closed, these openings M and N coincide, and the air flows freely through them, as it is forced from the lower to the upper drawers by the superior weight of the column of cold air in the flue C. Tbe back end of the drawer cuts off all connection with the refrigerator, so that no air can flow out when it is open. The cold air in this drawer being heavier than the air outside, re- mains in it, unless there are currents in the room, which at most can only sweep the air from this drawer. Some of the gases set free in refrigerators are ab- sorbed by ice, or rather by the pure water as it is dissolving from ice ; but that alone will not absorb all impurities, nor prevent a refrigerator from accumu- lating had odors, as is known practically by all who have used refrigerators for a sufficient time. In order that the air may be rendered perfectly pure, the charcoal filter S, is placed in the back part of the drawer, so that the air in its rounds is constantly being filtered through the charcoal, and thus deprived of all its impurities. The water from the melting ice runs into the gutter G, and off by a trap pipe not. shown. These refrigerators are all made double as represented, and the spaces, which are from l|- to 3 inches wide, filled with pulverized charcoal ; this increases the weight and cost somewhat, but it is essential to practical success. REGISTERING AND NUMBERING MACHINE, Bahanovvski’s patent. The several machines patented by Mr. Baranowski are all dependent on one particular arrangement of wheels or disks, of which he gives the following preliminary description : REGISTERING AND NUMBERING MACHINE. 569 The 'wheels or plates d and b, Fig. 3209, turn on their centres B and A, and ■when the tooth e falls into one of the notches in b, it moves b round one-tenth of its circumference, as there are ten notches in the wheel b. The spaces between the notches in b are arcs of the same circle as d, so that b is always stationary and fixed, except when moved by the tooth in d once for each revolution of d. b is fixed to a, the edge of which is engraved with the figures from 0 to 9, as shown in Fig. 3208. The cogged- 3208. 3210. wheel c is also fixed to a, and works into a cogged-wheel of the same size A turning on the same centre as d, the edge of which is also shown in Fig. 3208. d l is fixed to this last cogged-wheel f, and is of the same form and size as d. b' is fixed to a 1 , the edges of which are shown in Fig. 3208, and is of the same form and size as b. Again: Fig. 3208, b 2 is fixed to a 2 , and is turned by d 2 , which is fixed to working into the cogged-wheel c 1 : b~ and d 2 are also of the same size and form as b and d. a 1 and a 2 have also the figures from 0 to 9 engraved upon their edges. All the plates or wheels move freely on their cylinders or centres, A and B respectively, although it will be seen that no one of them can move without moving all the others, at intervals of time dependent upon the number of notches in the wheels b, b 1 , and b 2 , respectively, and also upon their respective distances in the arrangement from the first mover d. The operation of counting proceeds thus : — The first revolution of d moves a one-tenth, or puts the unit in the place of the cipher on a; ten revolutions af d, or one of a — that is, one revolution 3212. 3211. of d' (tor the cogged-wheels are equal in size) — moves d 1 one-tenth, or puts unity in the place of the cipher on a 1 , or shows ten where there is 0, 0, 0, in Fig. 3208. One revolution of as 1 , that is, one revo- lution of d", (for the cogged-wheels are of the same size,) moves d 2 one-tenth, or puts unity in the place of the cipher on a 1 , or shows one hundred where there is 0, 0, 0, in Fig. 3208, and so on till the arrange- ment shows 9, 9, 9, where is 0, 0, 0, in Fig. 3208. It is obvious that the notches in b b 1 and 5 2 need not be each ten in number, nor need there he pre- cisely such three wheels ; but there may be, for instance, only two, (see Figs. 3210 and 3211,) b having twelve notches, and b 1 twenty notches ; and in such a 'case, the numbers on the edges of a and a' might 570 REGULATOR, STEAM. represent shillings and pounds. It will also be seen, by examining the Figs. 3208 and 3210, that Fig- 3210 differs slightly from Fig. 3208, without affecting the peculiar character of the arrangement. The same letters show the same parts in both figures. 6, the unit wheel a, and d' are all fixed to the axle A, which turns upon its centres. In Fig. 3208 the corresponding wheels are loose on A ; d' works into b\ as in Fig 3208 ; and as f is fixed to b\ and c to a 1 , and f and c are of the same size, and work into each other, every complete revolution of a is attended with a partial revolution of n‘ through a space measured by the distance between any two notches in b\ Fig. 3211. The object of this variation ii, the Figs. 3208 and 3210 is to bring the numbers on the edges of a and a 1 close together. Again : if d had two teeth, two notches of b would be moved round at each revolution of d, and the odd or even numbers on a "would be presented from time to time where there is now 0, 0, 0, Fig. 3208, according as the arrangement was started with 1 or 2. If started with 1, it would skip 2, 4, 6, &c., and show 1, 3, 5, the puncking-tool. m, a joint by which the punch-holder L may be turned upwards or downwards, as required. n, a small sheet-iron arm which may be used as a marker. o, the axis upon which this marker is fixed. p , a handle by which it may be turned out or in as required, N, the hollow riveting-block used for riveting tubes internally. O, the stock or die-holder used in the same operation. S, a long rod terminated in a wedge r, by which the riveting-die t is made to ascend. r, a steel wedge moving in the interior of the riveting-block N. t, the internal riveting-die moving upwards and downwards by the action of the wedge r. u, the external riveting-die moving upwards and downwards by the action of the steam. Ill VET [MG MACHINE — By William Fairbairn & Co., Manchester. In the manufacture of steam- engine boilers, however varied and important the improvements which have, from time to time, been effected in the form and arrangement of then - parts, no attempt has, until a very recent period, beer made to facilitate the means of their construction, or, by the introduction of machinery, to supersede the necessity for manual labor. It is true, the punching and shearing machine has, under various mod ifications, been long in use, but it is only within the last few years that machines for bending plates, for making rivets, and still more recently for riveting, have been introduced. For this last purpose, a variety of ingenious and effective combinations have been proposed, and al- though, as yet, none of them has come into very general use among boiler-makers, there can be little doubt that the laborious and expensi ve process of riveting by hand will be superseded by some form of this machine. The first idea of the riveting machine is due to Mr. Fairbairn, of Manchester, who, in 1838, patented a machine in many respects similar to the common punching machine, but having the great lever of such a form as to communicate a horizontal motion to the dies or tool for forming the head of the rivet. The machine represented is a modification which Mr. Fairbairn has since made, in which he has introduced several improvements, and remedied several defects to which the former was subject. The principle of Mr. Fairbairn’s machine consists in its performing by almost instantaneous pressure, what could formerly only be done by a long series of impacts. Every mechanic is aware that the oper- ation of riveting, in all ordinary cases, requires the services of three men, one to hold a hammer or other mass of iron inside the boiler, against the head of the rivet, while the other two beat the protruding end into the conical form given to the rivet on the outside of the boiler. For this operation very expert and skilful workmen are required, that the rivets may be fixed soundly and firmly without injury to the plates, and that all unnecessary hammering, which has only the effect of weakening the rivets, may be avoided. By means of the riveting machine, the process is accomplished with much greater rapidity and regularity, without producing the stunning and disagreeable noise unavoidable in hand riveting. Besides these advantages, the operation being, as we have before said, performed almost instantane- ously by the machine, the danger of injuring the rivets by hammering them when too cold is avoided and the hemispherical, which we think greatly preferable to the conical form, is more easily impressed upon them. Fig. 3127 represents an elevation, and Fig. 3126 a plan of Mr. Fairbairn’s machine in its most im- proved form, and as it is now constructed by him. It possesses the advantage over his first proposed torm, of being more compact and portable, and is capable of more extensive application, being adapted to rivet angle-iron, and finish the corners of boilers and cisterns. The sole or base of the machine A is made of cast-iron, and mounted upon wheels adapted to rails, .or the convenience of shifting it to any required place. The framing B B is cast in a piece with the 576 RIVETING MACHINERY. sole A, and consists of an oblong box, open at the top, and furnished with bearings for the movable parts of the machine ; C, a strong upright stem of malleable iron, fitted firmly into the base A, which is secured against the effect of undue strains, arising from the dies coming in contact with a cold rivet or other hard substance, by a malleable-iron strap D passing round its upper edge, and secured by nuts at a a. The stem or riveting-block G is the point of resistance to the action of the dies, and against it is placed that part of the boiler which is to undergo the process of riveting. It is made of malleable-iron, in order that it may possess a certain amount of elasticity, which is necessary to the prevention of such accidents as we have just alluded to. Its upper extremity is formed into an oblong block k, and in this the matrices for receiving the dies are placed. - The moving parts of the machine consist of a shaft carrying the fast and loose pulleys E and F, driven by the belt b. To give the requisite power and velocity to the machine, a pinion G is fixed upon this shaft, and works into a wheel I, keyed upon another and stronger shaft situated directly over the former. On the pinion-shaft is placed the fly-wheel H, for giving a uniform motion to the working parts of the machine, and at each revolution of the wheel I the machine performs one stroke. The ratio of the pinion G to the wheel I is as 1 to 6 ; consequently, when the pulleys are driven at the rate of 42 revolutions per minute, the machine performs 7 strokes per minute, and this is found to be the most suitable velocity. On the axis of the wheel I is fixed a cam c, of the form denoted by the dotted lines in Fig. 3127. This cam, in its revolution, alternately raises and suffers to fall by its own weight the friction-pulley d, which runs loose upon the centre pivot of a knee-joint composed of the arms e e and ff. The arms ee working upon a fixed centre, as shown in the plan, the elevation of the pulley d by the cone c necessarily impresses a horizontal motion upon the corresponding extremities of the arms //'. These extremities are connected by a joint to the slide g, the motion of which is guided into a per- fectly rectilinear and horizontal direction by the dovetail pieces h h, planed true and screwed firmly to the frame of the machine. The sliding piece g is furnished at its outer extremity with three holes or matrices for receiving the die i, which forms the head of the rivet. These matrices are so placed that their centres coincide exactly, both in the horizontal and vertical planes, with the centres of similar ones in the upper extremity of the stem or riveting-block c, already described. Into these latter is fitted the die?', against which the head of the rivet is placed during the process. The centre matrix in which the dies are represented in the figure is used for riveting every description of flat or circular work, while those at each side are required for finishing the corners of the boilers.. Thus the machine is adapted for riveting vessels of almost every shape within the given depth. Action of the machine . — The plates to be riveted together, having been previously punched in the usual way, are suspended by a block and chain, as shown in Fig. 3127. The heated rivet is then in- serted into its appropriate hole, and the attendant workman shifts the plates, so that the head of the rivet falls into the recess on the point of the diey. The machine is then put in motion by changing the position of the strap b from the loose to the fixed pulley. This motion is transmitted by the mechanisn above described, to the sliding tool-holder g, and its projecting-die i, in its advance, forms the head and finishes the rivet. The velocity of the machine is so calculated as to allow time between each stroke for the insertion of another rivet and the readjustment of the plates, and thus the work proceeds with- out interruption. It is stated by Mr. Fairbairn that, with two men and two boys attending to the plates and rivets, his machine can fix, in the firmest manner, eight rivets of three-quarters of an inch diameter in a minute, whereas, by the common process of hand riveting, three men and a boy can only rivet up 40 per hour. Thus the quantity of work done in the same time in the two cases is in the proportion of 480 to 40, or as 12 to 1, exclusive of the saving of one man’s labor. RIVETING MACHINERY— GARFORTH’S PATENT, for riveting metallic plates, for the con- struction of boilers, and other purposes. These improvements in machinery or apparatus for connecting metallic plates for the construction of boilers, consist in the direct application of the expansive force of steam to the dies for riveting such plates together, and in an arrangement of machinery whereby such force is brought into action. 3228. 3229. Fig. 3228 represents a plan or horizontal view of an arrangement of machinery or apparatus designed for connecting or riveting metallic plates for the construction of steam-boilers ; Fig. 3329 is a side view ; and Fig. 3230 a section, taken longitudinally through about the centre of the apparatus, a a is the ROLLING MACHINE. 577 frame-work for supporting the steam-cylinder b b, in ■which a steam-tight metallic or other piston c « works ; this piston c c is mounted upon the rod dd which passes out through stuffing-boxes e e at each end of the cylinder b b; in the end a* of the piston-rod the die /is fixed, the other die g being mounted in the pillar h, which is fast to the frame-work. Steam being admitted through the entrance or feed- pipe i, it passes onwards through a common slide or other valve k, to the cylinder ; and after having performed its office, is allowed to pass out through 'the pipe l. The slide-valve k is worked by hand, by means of the lever m, so as to admit the steam on either side of the piston as required. The operation of the apparatus is as follows : Steam of a sufficient pressure being admitted (by means of the slide-valve k) at the back, or as it appears in Fig. 3230 at the left-hand side of the piston cc, that piston will be forced, together with the piston-rod dd*, in the direction of the arrow, and form the ends of the rivet n, between the two dies/ and 17 ; thus firmly connecting the plates 0 and p, and thereby producing a perfectly steam, air, or water tight joint. The head of the rivet is formed at one or more blows, as required; the intensity of the blow depend- ing upon the area of the piston, the length of the stroke, and the pressure of the steam employed. The valve k is then reversed, to admit the steam in front of the cylinder ; which movement will withdraw the die/, when another rivet may be put in, and the operation proceeds as before. The patentee remarks that he does not intend to confine himself to the use of steam alone for such purposes, as the direct pressure of water, air, or other elastic medium may be similarly employed, without departing from the principle of his invention. He states that he does not claim the exclusive use of the several parts of the above-mentioned apparatus, when taken separately, but only when em- ployed for the purpose of his invention, which consists in the riveting of metallic plates by dies driven by the power of steam, water, &c. 3231. ROLLING MACHINE, for rolling iron, specially intended for railroad bars and locomotive tires a new method, invented by Horatio Ames, of Falls Village, Connecticut. We are induced to publish the entire specification and drawings of this invention, not only on account of the value and merit which it presents, but because of the deep interest which must be felt in all such improvements by those who are engaged in the manufacture of iron, and in railroads. The great rival- ship now going on in this country and in England, in the manufacture of iron, renders every improve- ment which looks either to the reduction of the cost of manufacture, or to the amelioration of the quality of the iion, of the highest importance. And as the cost of repairs on railroads arises in a great measure fiom the wear of railroad bars and locomotive tires, by exfoliation and splitting, any invention which pi onuses to avoid this evil must be looked upon with interest. The invention in question has already excited a deep interest in England, where the inventor has secured it by patent. Fig. 3-31 is a plan of the machine; Fig. 3232, a side elevation; Fig. 3233, a longitudinal vertical section taken at the line X X of Fig. 3231 ; and Fig. 3234, a like section, taken at the line ZZ of the same figure. The same letters indicate like parts in all the figures. In the manufacture of iron, either by rolling or hammering, the fibres are all drawn longitudinally, which, foi the rails of railroads, for the tires of railroad wheels, and for a variety of other purposes, renders it liable to break off in thin leaves or scales, or to split lengthwise — this state of things bein°- very common in the two instances specified. The object of my invention is so to treat the iron, either m the original manufacture thereof, or afterwards, as to avoid this defect, and thereby render the iron tor these purposes more durable, by laying the fibres in such form and direction as to prevent it from scaling off or splitting. And my invention consists in twisting the iron in, or before, or after, the opera- lion ot 10 ing 01 hammering, so that the fibres shall wind around one another, in a manner somewhat similar to the fibres of hemp in a twisted rope or strand. . Aud tl> e second part of my invention relates to the machinery by which I carry into effect my improved process, and consists in combining two or more sets of rollers, one or both of which are to be iaw 10 er^ and one set turning in the usual permanent bearings, and the other set or sets working in a frame or chuck that rotates on an axis at right angles to the axis of the rollers, to twist the bar oi iron between the two sets of rollers. Vol. II. — 37 578 ROLLING MACHINE. To enable any one skilled in the art to apply my improved process of treating iron, and to construct and use the machine which I have invented therefor, I will describe the mode of procedure which I have essayed, as well as the manner of constructing and raising the machine therefor. The bloom of iron, or a bar previously formed, is taken while in a heated state, and twisted while undergoing the operation of hammering, which may be done by securing one end of the bloom or bar in a clamp and rotating it while the hammer rests on the other end ; or by securing the two ends in separate clamps and twisting one of them, or both, in opposite directions, until the required twist has been given, and then subjecting it to the operation of hammering. But when the bar is to be drawn by rolling, the bar is to undergo the operation of twisting while passing between the rollers, or after it has passed between one set, and before it passes between the second set; and when it is twisted on its way to the rollers, one end of the bar may be secured to a clamp, which is to be rotated as the bar passes between the draw-rollers. 3232. As the bars thus prepared are, in most instances, to be reworked to receive the required form or forms, according to the purposes which they are to be applied to, it will be evident that they may be twisted as they pass from the hammer or the rollers, instead of giving the twist before the hammering or rolling ; and to effect this, the end of the bar may be clamped as it leaves the hammer or rollers, and the required twist given ; but it is better to give the twist before the iron has undergone the operation of rolling or hammering, as it is then more highly heated, and the fibres will not be so severely strained as they would be after the metal has been partly cooled. When iron has been treated and worked according to this process, the fibres, instead of running in the bar longitudinally, in straight lines, will run in the direction of a helix, gradually approaching to a straight line from the circumference to the axis of the bar, so that when used for making tires, or for other analogous purposes, the bar will be prevented from splitting along its length by the tenacity of tire fibres, which cross the bar in the direction of a helix, instead of the mere adhesion of the fibres together ; and when used for the rails of railroads, or similar purposes, none of the fibres can be sepa- rated from the mass longitudinally, as heretofore, nor can the iron be stripped off in scales until they have been cut off on each side, for, by their direction, they pass diagonally from one side, over the sur- face, and down the other side, whereby they are completely tied together. 3233. Of the machinery for working iron in accordance with the foregoing process . — In the accompanying drawings a represents a frame properly adapted to the purpose, and h h two grooved rollers, such as are used in rolling-mills for rolling bars of iron — the groove in each being semicircular, or nearly so, that the two together may form a cylindrical bar. These two rollers are placed one above the other, with their journals in appropriate boxes in the two standards c c. The shaft of the lower roller extends out beyond one of the standards, and is provided with a level cog-wheel d, which mashes into a level pinion e on the main driving-shaft/, which turns the lower roller to feed in the bar of iron g — the upper roller being carried by the motion of the lower one. Just back of the first set of rollers above described, there is another pair nn, similar to the first, except that the grooves in them are smaller, to draw the iron slightly, after passing the first set — they are mounted in a hollow chuck or frame i on the forward end of a hollow shaft or mandrel j that has its bearings in two standards k k, and which is provided with a cogged pinion l, the teeth of which engage with a cog-wheel m on the main-shaft, by which the second set of rollers are made to rotate at right angles to their axes, and on an imaginary line passing through the bight of the two sets of rollers, and in the centre of the two holes formed by the grooves ui the rollers at the bight of each set, the axis of the hollow shaft or mandrel being in this imaginary ROPES, STIFFNESS OF. 579 line. Back of the clutch, and attached to the front face of the forward standard k, there is a wheel n , the cogs of which mash into the cogs of two pinions o o on two short arbors pp , one on each of the two opposite sides of the chuck, the other end of these short arbors being provided each with a short screw q, the threads of which engage with the cogs of two pinions r r, one on the end of each of the rollers of the second set, so that the cog-wheel n, being permanently attached to the standard when the hollow shaft with its chuck, and the second set of rollers, is turned, the two cogged pinions o o travel about this wheel, which turns the arbors to which they are attached, in the direction of the reverse of the rotation of the chuck, and the threads of the screw in turn engaging with the cogs of the pinions on the shafts of the second set of rollers causes these to rotate on their axes, and in the same direction with the first set, and with a velocity, relatively to the rotation of the first set, proportioned to the amount of drawing action which they are intended to exert on the bar that is to pass between. In this way it will be obvious that when the machine is put in motion, and a bar of iron fed in, it will pass between the first pair of rollers and be partly drawn, and then pass between the second pair, which having two motions, one on their axis and another at right angles thereto, and on the axis of tfc« bar of iron, it (the bar) will in consequence be twisted between the two pairs of rollers, and also d; awu by them, and the fibres compressed. 3235. From the foregoing it will be obvious that the extent of drawing action of either or both sets of Ira wing-rollers can be regulated at pleasure, by simply varying the size of the grooves and relative motions of the draw-rollers on their axes, and their rotation on the axis of the bar of iron. It will be equally obvious that the number of draw-rollers can be increased -without changing the principle of my invention. It is to be understood that the iron, when subjected to the compound action of drawing and twisting, is to be in a heated state, such as practised by and known to iron-masters in the manufacture of iron. Claim . — What I claim as my invention is, first, the method herein described of treating iron to increase its toughness or durability for certain purposes — such as railroad bars and tires, &c . — by sub- jecting it, in a highly heated state, to the compound operation of drawing and twisting, substantially as herein described. I also claim in the machinery above described, giving to one set of rollers the rotary motion on their axes, and a rotary motion at right angles thereto, on the axis of the bar of iron, when this is combined with another pair of rollers that have simply a rotary motion on their axes, whereby the bar of iron, in a highly heated state, is drawn and twisted. HOPES, STIFFNESS OF, or the resistance of ropes to bending upon a circular arc. The experi- ments upon which the rules and table following are founded were made by Coulomb, with an appara- tus the invention of Amonton, and Coulomb himself deduced from them the following results : 1. That the resistance to bending could be represented by an expression consisting of two terms, the one constant for each rope and each roller, which we shall designate by the letter A, and which this philosopher named the natural stiffness, because it depends on the mode of fabrication of the rope, and the degree of tension of its yarns and strands ; the other, proportional to the tension, T, of the end of the rope which is being bent, and which is expressed by the product BT, in which B is also a number constant for each rope and each roller. 2. That the resistance to bending varied inversely as the diameter of the roller. Thus the complete resistance is represented by the expression A+ BT. D where D represents the diameter of the roller. Coulomb supposed that for tarred ropes the stiffness was proportional to the number of yarns, and M. Navier inferred, from examination of Coulomb’s experiments, that the coefficients A and B were proportional to a certain power of the diameter, which depended on the extent to which the cords were worn. M. Morin, however, deems this hypothesis inadmissible, and the following is an extract from his new work, “ Leqons de Mecanique Pratique” December, 1816 : “ To extend the results of the experiments of Coulomb to ropes of different diameters from those which had been experimented upon, M. Navier has allowed, very explicitly, what Coulomb had but sur- mised — that the coefficients A and B were proportional to a certain power of the diameter, which depended on the state of wear of the ropes ; but this supposition appears to us neither borne our, nor even admis- sible, for it would lead to this consequence, that a worn rope of a metre diameter would have the same stiffness as a new rope, which is evidently wrong ; and, besides, the comparison alone of the values oj 580 ROPES, STIFFNESS OF. A and B shows that the power to which the diameter should be raised would not be the same for the two terms of the resistance.” Since, then, the form proposed by M. Navier for the expression of the resistance of ropes to bending cannot be admitted, it is necessary to search for another, and it appears natural to try if the factors A and B cannot be expressed for white ropes, simply according to the number of yarns in the ropes, as Coulomb has inferred for tarred ropes. Now, dividing the values of A, obtained for each rope by M. Navier, by the number of yarns, we find for A n = 30 <1= 0“-200 A = 0-222460 - = 0-0074153 n n = 15 d= 0 m -144 A = 0'003514 — = 0'0042343 ii n— 6 d=Q m ' 0088 A = 0-010604 - = 0D017673 n It is seen from this that the number A 's not simply proportional to the number of yams. Comparing, then, the values of the r» do — > corresponding to the three ropes, we find the following results : Number of yarns. Values of ^ • 7 , Diffe.ences of the numbers of yarns. Differences of the values of A n Differences of the values of — for each yarn n of difference. 30 0-0074153 From 30 to 15. 15 yarns 0-0031810 0-000212 15 0-f 04234 'J “ 15 to 6. 9 “ 00024770 0-000272 6 'VOOR, 673 “ 30 to 6. 24 “ 0-0056400 0-000252 Mean difference per yarn, 0-000245. It follows, from the above, that the values of A, given by the experiments, will be represented with sufficient exactness for all practical purposes by the formula A = n [0-0017673 + 0-000245 (n — 6)]. = n [0-0002973 + 0-000245 «]. An expression relating only to dry white ropes, such as were used by Coulomb in his experiments. With regard to the number B, it appears to be proportional to the number of yarns, for we find for 5i = 30 d = 0 m -0200 B = 0-009738 - = 0-0003246 n n= 15 cl = 0 m -0U4 B = 0-005518 - = 0-0003678 n Whence 51 = 6 (f=0m-0088 B = 0-002380 — = 0-0003967 n Mean 0-0003630 B = 0-000363 n. Consequently, the results of the experiments of Coulomb on dry white ropes will be represented with sufficient exactness for practical purposes by the formula K = « [0-000297 + 0-000215 n + 0-000363 T] kil. -which will give the resistance to bending upon a drum of a metre in diameter, or by the formula R = ~ [0-000297 + 0-000245 n + 0-000363 T] kil. tor a drum of diameter D metres. These formulae, transformed into the Englfeh scale of weights and measures, become R = k [0-0021508 + 0-0017724 n + 0-0011909S T] lbs. for a drum of a foot in diameter, and R = ^ [0-0021508 + 0-0017724 n + 0-00119096 T] lbs. for a drum of diameter D feet. With respect to worn ropes, the rule given by M. Navier cannot be admitted, as I have shown above ROPES, STIFFNESS OF. 581 Decause it would give for the stiffness of a rope of a diameter equal to unity the same stiffness as for a new rope ; and it is from having adopted, with other authors, this rule without investigation, that I have been led to this inadmissible result, in calculating the table of the stiffness of ropes inserted in the third edition of my Aide Memoire de Mecanique Pratique , p. 328. The experiments of Coulomb on worn ropes not being sufficiently complete, and not furnishing any precise data, it is not possible, without new researches, to give a rule for calculating the stiffness of these ropes. Tarred ropes . — In reducing the results of the experiments of Coulomb on tarred ropes, as we have done for white ropes, we find the following values : n = 30 yarns A = 0-34982 B = 0-0125605 n — 15 “ A = 0-106003 B = 0-006037 n— 6 “ A = 0-0212012 B = 0-0025997 which differ very slightly from those which M. Navier has given. But, if we look for the resistance corresponding to each yarn, we find A B n = 30 yarns — = 0'0116603 - = 0-000418683 n n _ A _ B n = 15 “ - =0-0070662 - = 0-000402466 n n A B n= 6 “ - =0-0035335 - =0-000433283 n n Mean 0-000418144 We see by this that the value of B is for tarred ropes, as for white ropes, sensibly proportional to the number of yarns, but it is not so for that of A, as M. Havier has supposed. Comparing, as we have done for white ropes, the values of — corresponding to the three ropes of 30, 15, and 6 yarns, we obtain the following results : Number of yarns. Values of — • n Differences of the numbers of yarns. Differences of the values of A n Differences of the values of — for each yarn n of difference. 30 0-0116603 From 30 to 15. 15 yarns 0-0045941 0-000306 15 0-0070662 “ 15 to 6. 9 “ 0-0035327 0-000392 6 0-0036335 * 30 to 6. 25 “ 0-0081268 0000339 Mean 0-000346 It follows from this that the value of A can be represented by the formula A = n [0-0035335 + 0'000346 (n — 6)] = n [0-0014575 -F 0-000346 n] and the whole resistance on a roller of diameter D metres, by R = g [0-0014575 + 0-000346 n + 0-000418144 T] kil. Transforming this expression to the English scale of weights and measures, we have R = g [0-01054412 -h 0-00250309 n + 0-001371889 T] lbs. for the resistance on a roller of diameter D feet. This expression is exactly of the same form as that which relates to white ropes, and shows that the stiffness of tarred ropes is a little greater than that of new white ropes. In the following table the diameters corresponding to the different numbers of yarns are calculated from the data of Coulomb, by the formulae d cenl - = V 0-1338 n for dry white ropes, and d ce " t - = V O'l 86 n for tarred ropes, which, reduced to the English scale, become d inches \f 0-020739 n for dry white ropes, and d in ' hcs = V 0-028S3 for tarred ropes. A nte . — The diameter of the rope is to be included in D ; thus, with an inch rope passing round a pul ley, 8 inches in diameter in the groove, the diameter of the roller is to be considered as 9 inches. 582 SAWS. i Ery White Ropes. Tarred P»opes. Number of Diameter. Value of the natural stiffness, A. Value of the stiff- ness proportional to the tension, B. Diameter. Value of the natural stiffness, A. Valueofthestiff- ness proportional to the tension, li. | ft. lbs. ft. lbs. 6 0'0293 0-0767120 0-0071457 0-0347 0-153376 0-00823133 9 00360 ■ 01629234 0-0107186 0-0425 0-297647 0-01234700 12 0-0416 0-2810384 0-0142915 0-0490 0-486976 0-01646267 15 0-0465 0-4310571 0-0178644 00548 0721357 0-02057834 18 0-0509 0 6129795 0-0214373 0-0600 0-000795 0-02469400 21 0 0550 0-8268054 0-0250102 0-0648 1-325289 0-02880967 24 0-0588 1-0725350 0-0286831 0-0693 1-694839 0-03292534 27 0-0622 1-3501682 00321559 0-0735 2-109444 0-03704100 30 0-0657 1-6597051 0-0357288 0-0775 2-569105 0'04115667 33 0-0689 2-0011455 0-0393017 0-0813 3-073821 0-04527234 36 0-0720 2-3744897 0-0428746 0-0849 3-623593 0-04938800 39 0-0749 2-7797375 0-0464475 0-0884 4-218416 0-05350367 42 0-0778 3-2168888 0-0500203 0-0917 4-858303 0-05761934 45 0-0805 3-6859438 0-0535932 00949 5-543242 0-06173501 48 0-0831 4-1869024 0-0571661 0-0980 6-273287 0-06585067 51 0-0857 4"7 197647 0-0607390 0-1010 7-048287 0-06996634 54 0-0882 5-2845306 0-0643119 0-1040 7-868393 0-07408201 57 0-0908 5-8812001 0-0678847 0-1070 8-733554 0-07819767 60 0-0926 6-5097733 0-0714576 0-1099 9-643771 0-08231334 n v/0-000144 n ( 0 0021508 n \ +0.0017724 7t 2 0'00119096?i v^0 00020 n < 0-01054412 n $ +0-00250309 nl 0-001371889« Application of the preceding tables or formula . — To find the stiffness of a rope of a given diameter or number of yarns, we must first obtain from the table, or by the formulae, the values of the quan- t.ties A and B corresponding to these given quantities, and knowing the tension, T, of the end to bf wound up, we shall have its resistance to bending on a drum of a foot in diameter by the formula R = A + BT, Then, dividing this quantity by the diameter of the roller or pulley round which the rope is actually to be bent, we shall have the resistance to bending on this roller. Example . — What is the stiffness of a dry white rope, in good condition, of 60 yarns, or '0928 diameter which passes over a pulley of 6 inches diameter in the groove, under a tension of 1000 lbs.? The table gives for a dry white rope of 60 yarns, in good condition, bent upon a drum of a foot in diameter, A = 0-50977 B = 0'07l4576 and we have D — 0 5 + 0-0928 ; and consequently, _ 6-50977 + 0-071457CX1000 — 0-5928 128 lbs. The whole resistance to be overcome, not including the friction on the axis, is then Q + K = 1000 + 128 = 1128 lbs. Tire stiffness in this case augments the resistance by more than one-eighth of its value. SAWS.* Saws may he considered in two groups, namely, rectilinear saws, and circular saws. The blade of the rectilinear saw is usually a thin plate of sheet steel, which in the first instance is rolled of equal thickness throughout : the teeth are then punched along its edge, previously to the blade being hardened and tempered, after which it is smithed or hammered, so as to make the saw quite flat. The blade is then ground upon a grindstone of considerable diameter, and principally crossways, so as to reduce the thickness of the metal from the teeth towards the back. When, by means of the hammer, the blade has been rendered of uniform tension or elasticity, the teeth are sharpened with a file, and slightly bent, to the right and left alternately, in order that they may cut a groove so milch wider than the general thickness, as to allow the blade to pass freely through the groove made by itself. The bend- ing, or lateral dispersion of the teeth, is called the set of the saw. The circular saw follows the same conditions as the rectilinear saw, if we conceive the right line to be exchanged for the circle ; with the exception that the blade is, for the most part, of uniform thick - ness throughout, unless, as in the circular veneer saws, it is thinned away on the edge. It is to be observed that the word pitch, when employed by the saw maker, almost always designates the inclination of the face of the tooth, up which the shaving ascends ; and not the interval from tooth to tooth, as in wheels and screws. The teeth of some kinds are usually small, and seldom so distant as an inch asunder : these are described as having 2, 3, 4, 5, to 20 points to the inch ; such as are used Holtzapfel. SAWS. 58c by hand, are commonly from about -J to inch asunder, and are said to be of -ir or 1^ inch space although some of the circular saws are as coarse as 2 to 3 inches and upwards from tooth to tooth. The processes denominated sharpening and setting a saw, consist, as the names imply, of two distinct operations : the first being that of filing the teeth until their extremities are sharp ; the second, that of bending the teeth in an equal manner, and alternately to the right and left, so that when the eye is di- rected along the edge, the teeth of rectilinear saws may appear exactly in two lines, forming collec- tively an edge somewhat exceeding the thickness of the blade itself. 3285. 3236. In general the angles of the points of the saw teeth are more acute, the softer the material to be sawn, agreeably to common usage in cutting tools ; and the angles of the points, and those at which the files are applied, are necessarily the same. Thus in sharpening saws for metal, the file is generally held at 90 degrees both in the horizontal and vertical angle, as will be shown ; for very hard woods at from 90 to 80 degrees, ar.d for very soft woods at from 70 to 60 degrees, or even more acutely. The vertical angle is about half the horizontal. Fig. 3235 represents in plan and two elevations the saw-teeth that are the most easily sharpened, namely, those of the frame-saw for metal, commonly used by the smith : the teeth of this saw are not set or bent in the ordinary manner, owing to the thickness and hardness of the blade, and the small size of the teeth. The smith’s-saw blade, when dull, is placed edgeways upon the jaws of the vice, and the teeth which are placed upwards, are slightly hammered ; this upsets or thick- ens them in a minute degree, and the ham- mer face reduces to a general level those teeth which stand highest. They are then filed with a triangular file held perfectly square, or at ninety degrees to the blade, both in the horizontal direction h, and the vertical v, until each little facet just disap- pears, so as to leave the teeth as nearly as possible in a line, that each may fulfil its share of the work. The most minute kind of saws, those which are made of broken watch springs, have teeth that are also sharpened nearly as in the diagram, but without the teeth being either upset or bent ; as in very small saws the trifling burr, or rough wiry edge thrown up by the file, is a sufficient addition to the thickness of the blade, and is the only set they receive. Fig. 3236 illustrates the peg-tooth; but it may also be considered to apply to the M tooth, and, in part, to the mill-saw tooth. The points of the cross-cutting saws for soft woods are required to be acute or keen, that they may act as knives in dividing the fibres transversely. The left sides of each alternate tooth, are first filed with the horizontal angle denoted by h, and then the opposite sides of the same teeth with the reverse inclination, or li. Fig. 3237 may be considered to refer generally to all teeth the angles of which are 60 degrees, (or the same as that of the triangular file,) and that are used for wood. The most common exam- ple is the ordinary hand-saw tooth ; but teeth of upright pitch, such as the cross-cut saw, or of considerable pitch, are treated much in the same manner. The teeth having been topped, the faces 5, 9, are first filed back, until they respectively agree with a dotted line a, supposed to be drawn through the centre of each little facet produced in the topping; the file is then made to take the sides 6 and t of the nook until the second half of the facet is reduced, and the point of the tooth falls as nearly as may be on the dotted line a. The first course takes the face only of each alternate tooth ; the second course the back of the former and face of the next tooth at one pro- cess ; and the third course takes the top only of the second series, and completes the work. This ordei of proceeding is employed, that the faces of the teeth may be in each case completed before the tops o. backs 3233. 3237. 584 SAWS. Fig. 3238 exhibits also in three elevations a somewhat peculiar form of tooth, namely, that of the pruning-saw for green wood. The blade is much thicker on the edge than the back, so that the teeth are not set at all. The teeth are made with a triangular file, applied very obliquely as to horizontal angle, as at h, sometimes exceeding 45 degrees, but without vertical inclination, as at v; and the faces of the teeth are nearly upright, as in the hand-saw. The large sides of the teeth are very keen and each vertical edge is acute like a knife, and sharply pointed ; in consequence of which it cuts the living wood with a much cleaner surface, and less injury to the plant, than the common hand-saw toith. Fig. 3239 explains the method em- ployed in sharpening gullet or briar- teeth ; in these there are large curvili- near hollows, in the formation of which the faces of the teeth also become hol- lowed so as to make the projecting angles acute. The gullets 3, 7, are first filed, and from the file crossing the tooth very obliquely, as at v v in the section, the point of the tooth extends around the file, and gives the curvature represented in the plan. The file should not be so large as the gullet ; it is there- fore requisite that the file be applied in twe positions, first upon the face of the one tooth, and then on the back of the preceding tooth. The tops of the teeth, 2, 6, are next sharp- ened with the flat side of the file, the position of which is of course determined by the angles c and d ; the former varies with the material from about 5 to 40 degrees with the edge, and the latter from 80 to 60 degrees with the side of the blade; the first angles in each case being suitable for the hardest, and the last for the softest woods. The alternate teeth having been sharpened, the remainder are completed from the other side of the blade requiring in all four ranges. After sharpening, the saw is to he set, that is, an uniform bend is given to the teeth alternately to the right and to the left. This is often done by a hammer and set punch, but usually by a saw set which consists of a narrow blade of steel, with notches of various widths, for different saws. The saw is firmly held in clamps, the alternate teeth are inserted a little way into the proper notch, and are then bent over by raising or depressing the handle of the blade. Some sets are arranged with a guide by which the bends shall he uniform. The method of sharpening and setting circular saws is very similar to that employed for rectilinear saws. The teeth of circular saws are in general more distant, more inclined and more set, than those of rectilinear saws. They are more distant on account of the greater velocity given to the saw, whereby the teeth follow in such rapid succession that the effect is almost continuous. They are more inclined because such teeth cut more keenly, and the extra power required to work them is readily ap- plied. The harder the wood, the smaller and more upright should he the teeth, and the less the velocity of the saw. The teeth are more set in order to produce a wider kerf, since the large circular plate cannot be made so true, nor keep so true as the narrow straight blade. The setting must be very uni- form, as one tooth projecting beyond the general line will score or scratch the work. ‘'It is generally politic to use for any given work a saw of as small diameter as circumstances will fairly allow, as the resistance, the surface friction, and also the waste from the thickness, rapidly increase»with the diameter of the saw. But on the other hand, if the saw is so small as to be nearly or quite buried in the work, the saw-plate becomes heated, the free escape of the dust is prevented, and the rapidity of the sawing is diminished.” As a general rule the diameter of the saw should be about 4 times the average thick- ness of the wood ; and the flange on the spindle should be as nearly as possible flush with the platform or saw-table. In cutting with the grain, the teeth of the saw should he coarse and inclined, and the speed mod- erate, so as to remove shreds rather than sawdust. In cutting across the grain, the teeth should be finer and more upright, and the velocity greater. The usual saws used at saw-mills for the manufacture of lumber are rectilinear saws, supported in an upright frame, to which motion is given by a crank, either attached to a small water-wheel, or drum, driven by a steam engine. The feed is generally by a carriage geered and driven by a pawl on the saw frame, working into a ratchet wheel. In water mills the carriage is drawn back by a distinct wheel. In many mills the feed is continuous, the log being drawn in by feed rolls. For the manufacture of boards many saws are set in one frame, the whole log being split at once ; they are called gang saws. Saws without frame, working in a guide at the top, and attached to the crank at the bottom are called muley saws. Circular saws are sometimes used for the manufacture of timber, bat not to any great extent. SAWS. Improvement in Tempering and Straightening, Watermans patent. The usual method of tempering saws is to heat and then dip them in oil. — This process is slow, laborious, and costly ; it is a.so disadvantageous, because the saws become warped, and require to be hammered up straight again by hand. The present improvement consists in tempering and straightening the saws at one operation. This is done by heating the saws to the proper degree, and then pressing them, with a sudden and powerm. ftroke, between the two surfaces of cold iron. Drop presses are employed for the purpose. The en- graving shows a pair of presses conjoined, one for long the other for circular saws. After being heated the saws are supported in mid air, on buttons attached to the framing at the base of the machine. The heavy drop-weights A A, are now liberated by pulling the cords B B, and the weights fall upon their SAWS, TEMPERING AND STRAIGHTENING. 585 respective saws, drive them down, and press them upon the solid iron base C, with tremendous force The sudden blow hardens the metal by rendering it more dense, and also straightens the saw. SCALE, a line drawn upon wood, ivory, etc,, and divided into parts, the lengths of which may be taken off by the compasses and transferred to paper. ^ '--I'll \\ . screws aie of two kinds, external or male, and or female, The first kind consists of a cylinder, on the surface of which is a projecting fillet, or thread , passing spirally round so as to make equal angles with lines parallel to the axis of the cylinder. The second kind of screw consists o p a cylin- drical perforation through a solid block, bearing a spiral which it is adapted. The screw is usually regarded as a continuous circular tance between two contiguous centres of the same thread, (o the pitch. . The screw will be a right-hand or a left-hand screw, according as the wedge is wound upon the cylinder, to the right hand or to the left. Double , triple, or quadruple screws are 'those which groove, corresponding to the male thread to wedge. The pitch of the screw' is the dis- and the screw will be coarse or fine according 686 SCREWS— SELF-OPERATING SHAVER. have a double, triple, or quadruple thread, such, for example, as would be formed by placing 2, or 4 strings in contact, and coiling them as a flat band round the cylinder. The screw may also vary in section, that is, the section of the worm or thread may be aru/ular , square , round , etc. Micrometer screws are screws of extremely fine pitch, accurately made, and used for graduation. Wood screws is a term applied to the common screw, as used by carpenters. Machine screws are a sim- ilar screw adapted to joiners in iron work. SCREWS — SELF-OPERATING SHAVER. This is an improvement in machinery for turning or shaving the heads of the blanks which are to be formed into wood-screws, by J. Cullen Whipple, Providence, Rhode Island. In the machines heretofore used for turning or shaving the heads of blanks, the tool or cutter by which they were finished was brought up against them by hand ; but in this improved machine the parts are? made self-acting by means of cams and levers, and other devices connected therewith, arranged for that mrrpose in the manner to be described. 3241. In the accompanying drawings Fig. 3241 is a side, and Fig. 3242 a plan or top view. A A is the frame of the machine, which is made of cast-iron. C C is a tubular or hollow arbor or spindle, which is sustained by and runs in the heads A' A'. The arbor or spindle C is driven by a band on a whirl or pulley D, and it is widened out at its end, C', so as to constitute two cheeks which embrace the jaws E E. Through the tubular arbor C the sliding-bolt F F passes, and serves to close the jaws E, its wedge-formed end F' passing in between the tails a a of the jaws for that purpose. The sliding-bolt F bears at. Its outer end against a regulating screw G. This screw passes through the head H' of the lever H, which has its fulcrum at I. When the end H 2 of. this lever is depressed, its end H' will force the bolt F forward, and cause the jaws E to close and embrace the blank which is to be turned The lever H is depressed by means of a cam J, which is carried by a cam-shaft K K. The cam J as it revolves oper- ates upon a lever L, having its fulcrum at L 2 , the short arm of which L' serves to depress the end H 2 ot SCREW BLANKS. 5X7 i hardened roller M, near its end H 2 , upon which L' bears. As represented in Fig. 3241, the lever L is relieved from its action on the lever II by its having fallen into the recess between the points J' J' of the cam J ; the weight II 3 serves to raise the lever H. The arbor C C and the sliding-bolt F F then fall back, release the blank that has been turned, and allow a new one to be fed in. There is a second cam N N, carried by the shaft K, which cam serves to advance the tool or cutter 0 against the head to be turned. This tool or cutter does not differ from those used in other machines for turning the heads of screws. P is a lever upon which the cam N operates to raise the cutter and carry it regularly against the head of the blank ; the fulcrum of this lever is at Q. P' is a branch of the lever P, which by the aid of the set-screw P" allows the action of the cutter to be accurately graduated. The periphery of the cam J is equidistant from its centre K, but that of the cam N has a gradually increasing diameter, to cause the cutter to advance gradually, as it takes a shaving off the head. The cutting part of the. tool is so formed as to cut both the top and bevel of the head at the same time. On the same shaft with the cams there is a large spur-wheel R, and motion is given to this wheel by means of a tubular pinion S, on a third shaft T, the bearings of which shaft are on the standards A 2 A 2 . The shaft T also carries the large band-wheel U U, which receives a band from a small band-wheel or whirl Y on the shaft 0. The shaft C and the band-wheel U have their motion continuous, the band around the whirl Y and the wheel U connecting these two parts. W is a sliding clutch-box, having the pinion S attached to it ; and these are moved back and forth by the shipper X, which is governed by the handle Y, a rock-shaft Z on the lower end of which extends to the lower end of the shipper, by means of which the clutch-box is brought into contact with or removed from the clutch-pin, the clutch- ing being effected by a tooth or pin b falling into one of the spaces ccc. For the purpose of arresting the wheel R at the proper time for removing a finished and feeding in a new blank, that is to say, at the period when the cams cease to act upon the levers P and L, there is a pin p projecting from the shipper X at its upper end, on the side opposite to that seen in Fig. 3241, which pin points towards the wheel R, and said wheel has a hole in its side, as at d, Fig. 3241, into which said pin will fall when the wheel comes round to the proper point. The spiral spring e' draws upon the shipper X for the purpose of forcing said pin into the hole, and of arresting the wheel. There is a gage-pin d within the cheeks c, against which a blank e is stopped when fed in ; this pin is regulated by a set-screw/ to suit blanks of different lengths. B is a rest which sustains a blank whilst it is being turned. Within the jaws E E there is a spring g g by which they are opened, and the blanks relieved as the bolt F recedes. The feeding is effected by passing the blank in between the jaws on the side shown in Fig. 3241, where B' is the head of a blank inserted ready for the shaving or turning, by the tool 0. When it has been turned and the jaws opened, it is removed and another inserted by hand ; the blank being stopped by the gage-pin d'. One person can readily attend two such machines, his duty being to operate the clutch at the proper time and to feed in a new blank. SCREW BLANKS — Merrick’s patent. Fig. 8243 denotes a plan of the blank feeder; Fig. 3244, a longitudinal, vertical, and central section. In the said figures A represents a conical hopper, sustained in position by a suitable frame-work B. Two conic frustra C D are disposed within the said hopper, and the one over the other, and sustained upon shafts or bearings, as seen in the drawings. The said conic frustra should revolve in contrary di- rections, as denoted by arrows in the figures. The diameter of the base of the lower frustum is some- what less than the diameter of the lowest part of the interior of the hopper, there being a circular space E left between them of a width to correspond with the diameter of the shank of each of the screw blanks, and permit them to move freely through it, as will be hereinafter described. The exterior sur- faces of the two conic frustra should be roughened or indented in such manner as to act upon the screw or pin blanks and cause them to revolve. Generally speaking, the angles of inclination of the exterior edge of the two conic frustra and the interior edge of the hopper, with respect to a horizontal plane, are to be equal, or about equal, as denoted in Fig. 3244. Between the inner face of the hopper and the outer faces of the two frustra, I extend a partition F, which I secure to the hopper, and permit to approach as near as possible towards the frustra and not interfere with their revolving movements, and at a suitable distance from, or on the right of the said partition, and between the interior face of the hopper and the exterior faces of the frustra, I arrange a revolving beater G. The said beater consists of one or more triangular or other suitably shaped plates H H, applied to a horizontal shaft I extending into the hopper, and sustained in bearings at L JVI, as represented in the figures. The said beater may be revolved by an endless band N, which may pass around a grooved pulley o placed upon the shaft P of the upper conic frustum, and thence over guide-pulleys Q R, and under a small pulley S fixed upon the shaft of the beater. The lower conic frustum should have a pulley T fixed upon its axis ; from the said pulley an endless belt V proceeds to and around a pulley Y fixed upon a vertical shaft W. The said shaft has another pulley X fixed upon its upper end, the said pulley communicating with another one (viz. Y upon the shaft of the upper conic frustum) by a cross-band L. Instead of the aforesaid modes of giving motion to the several parts, any suitable geer- work may be adopted. The screw or other blanks of the kind are to be thrown previously into the hopper on the left-hand side of the partition F ; as the upper conic frustum C revolves from left to right, and the lower one D from right to left, they will disturb the screw blanks which come in contact with them in such manner as to cause them to successively move downwards the circular space E before mentioned, through which the shanks will fall until arrested in vertical positions by the heads of the blanks coming into contact with the adjacent inclined surfaces of the lower conic frustum and the hopper. As the lower frustum continues to revolve, it will advance each screw blank through the circular space E, in the direction in which it (the frustum) travels. The circular space E will thus be filleu with screw blanks, whose shanks stand in vertical positions, as denoted at a a. The object of the beater is to prevent any one of the blanks from overriding the others or disturbing the arrangement of those SCREWS, BURRING MACHINE FOR. 588 which may be in that part cf the space E which exists on the right of the partition F, and between it and the beater. The object of the upper conic frustum is to prevent the blanks from being carried around towards the beater in too great a body ; it also facilitates the downward movements of the Dlanks towards the space E. The triangular plates or arms of the beater, shaped as seen in Fig. 324-1, revolve in the same directior a9 does the upper conic frustum. They therefore throw or keep back such blanks as might accumulate to an injurious extent in rear of them. 3244. The next part of the apparatus is that by which the blanks are regularly delivered or fed from the circular space E. It consists of a horizontal slide-plate b, Fig. 3243, (which represents a view of the under sides of the hopper and lower conic frustum D,) affixed to the lower edge of the hopper just on the right of the partition F, the said plate being suitably sustained, so as to slide towards and from the axis of the lower conic frustum. It is forced inwards or towards the same by means of a spring c ap- plied to it and the hopper. The said plate has a circular aperture d cut through one end of it, and a passage e into said aperture cut through the side of the plate, the whole being as seen in the figures. The inner end of the plate is cam-shaped, as seen at f so that when a stud g, projecting from the under side of the lower frustum, is brought into contact with it, the stud shall press the slide outwards, or in a direction away from the frustum, and bring the passage e into line, or so as to correspond with the circular opening E. When this takes place, the movement of the lower frustum will carry one of the screw blanks through the passage e and cause it to drop out of the machine, the circular aperture d being made larger in its diameter than that of the head of the blank. There is a small stud h fixed upon the rear side of the entrance e of the slide, as seen in the figure. When the slide is pressed outwards this stud enters between the screw blank wdiich is to be discharged and the one next to it, and thereby prevents the escape of the latter. As soon as the blank is discharged, the slide-plate should be moved inwards by its spring. The screw, or pin, or other blank thus discharged, may be received by or into any apparatus calculated to hold or dispose of it for any other operation necessary to be per- formed. Instead of the conical frustra and hopper, I sometimes make use of two or more chain-belts arranged parallel to each other and at a proper distance apart, and I apply to them a hopper and beater ; but I consider the said chain- belts, as mechanical equivalents to the aforesaid mechan- ism, by no means so useful or perfect in their operation. The beater may be applied to two cylinders or rollers placed parallel to and apart from each other, and provided with a hopper and other contrivances by which the blanks may be dropped between them, and ad- vanced towards the beater. In some cases but one conic frustum may be used in connection with the hopper ; in others, a greater number may be necessary, according to circumstances. SCREWS, BURRING MACHINE FOR — By J. Cullen Whipple, of Providence, Rhode Island. Fig. 3245 is a front view of the machine, or of that part opposite to which the person stands who is using it; Fig. 3246 is a side view of it; Fig. 3241, a section through the main spindle or arbor; Fig. 3248, the under face of the machine; and Fig. 3249, the upper face of the lower end. A A is the bed-piece or main-frame, which supports the working parts, and which is usually of cast- iron. A' is a piece projecting therefrom, by which it may be fastened to a bench. B is a whirl or pulley on the main arbor or spindle C C. This arbor runs and slides in collars in the heads A 2 A 2 . The arbor C widens out at its lower end C', and is divided so as to form two cheeks, between which the jaws D D are to be received. These jaws work upon pins a a, which pass through them and through the cheeks. HH is an adjustable slide, which is fastened to the bed-piece A by a- screw b passing through a slot. 3243. SCREWS, BURRING MACHINE FOR. 589 The part H7 of the adjustable slide, which stands at right angles to the part H, has on its face a piece I fastened to it by a screw c, and this holds the tool G, by which the burs are to be removed fiorn the under side of the heads, the proper form being given to the cutting part G 2 of said tool, to adapt it cut away, as shown at e. The arbor C 0 is tubular, and there passes through it a sliding-bolt K, having a wedge-formed head K', cy which the jaws DD are to be closed, and this closing will take place as the bolt is drawn back, and (tie wedge part K' is forced against the tails ffoi the jaws. F' is a shaft, to which is attached an sum F, that is forked at its outer end F 2 , and is received between collets L L attached to the sliding- 590 SCREW-CUTTING MACHINE. bolt K. EE are a handle and lever, by which the sliding-bolt K and the spindle C are drawn upwards A spiral spring M surrounds the arbor C, and bearing against the uppermost of the heads A 2 and against the pulley B, causes the spindle and bolt to descend, when the handle E is allowed to recede and ren • ders the motion in both directions regular and smooth. As the bolt K descends it is brought into con- tact with the pins g g, which are made fast to the jaws and forces them open. In using this machine, when the handle E has been moved back, and the sliding-bolt and arbor have descended, a blank, which has been notched, is fed in through the countersunk opening in the plate J, so as to enter between the jaws. The handle E is then drawn forward, which closes said jaws and brings the head up against the cutting edge of the tool G, by which the removal of the bar is instan- taneously effected, the edge of the tool projecting a little within the countersink. In removing the handle back the blank is liberated and falls out, and another is fed in. SCREW-CUTTING MACHINE. This is an invention of 1’eter II. Watson, Esq., of Rockford, Illinois, for cutting serews. Fig. 3250 is a perspective view of the machine, as arranged for cutting a male screw upon a rod of metal. Fig. 3251 is a view of the face of the bevelled cog-wheel, carrying the dies, cutter and rest, , and which carries the chuck L. P, the driving-pulleys on the driving-spindle of the machine. This spindle has a bearing at each end,’ and a bearing also in the middle standard of the frame. The pinion F and wheel I are keyed on the spindle, and geer with the wheel and pinion G and H on a separate spindle, like the back-speed of a lathe. The clutch-wheels A and B are loose on the same spindle which carries the similar pair F and I, so that either of them may be made drivers by means of the clutch S, which slides on the shaft, and is made to turn with it by a sunk feather which connects the clutch and shaft. This clutch is worked by a lever passing to the hand of the operator in the usual manner. The pinion A geers with D on the main-spindle ; B geers with a carrier-pinion E, Fig. 3276, which, in its turn, geers with 0 on the main-spindle. 3279. To explain the action of the machine, suppose the bolt to be centered in the chuck L, and the die- holder, shown by Fig. 3280, to be placed on the guide-rods It R, and brought up so that the end of tne bolt just enters the dies; then the clutch being locked with the pinion A, and the machine set in mo- tion, the chuck will be made to revolve, and with it the bolt to be screwed ; and meanwhile the die- holder being pressed against the end of 1 the bolt, this will enter them as into a nut and will continue to screw itself into them, and by this means the desired thread will be cut upon its circumference. The bolt being thus screwed, the next operation is to unscrew it.from the die-holder. For this pur- pose, the clutch is disengaged from the pinion A, and locked with B, which geering with an interme- diate pinion E, reverses the motion, and it at the same time increases the speed in proportion to the increase of diameter of B to A. This form of screwing machine has some advantages, but it is wanting in compactness and simplicity of geering, so much the aim of constructors of engineering tools. SCREWING MACHINE, DOUBLE — By William Moore, Glasgow. This is one of the most pow- erful and complete machines of its class. It is capable of cutting the threads of screws of 4-£ inches diameter, and, unlike most other machines of the kind, the geering is so adjusted, that both sides of the machine can be employed simultaneously upon bolts and nuts of different sizes. A A, the two main standards of the machine, are fixed upon a strong cast-iron sole-plate B, which ex- tends the whole length of the machine, and is securely bolted to a stone foundation. Upon these standards all the geering of the machine is mounted. The driving-spindle J is placed intermediate to the screwing- spindles E and N, and carries the three-speed cone I, by which motion is communicated to the machine. The spindle J has a bearing in each of the two standards, and carries the fast-pinions a and b, also the wheel U and pinion cl, which are cast together, but run loose on the spindle. The pinion a geers into the two spur-wheels S and F, which are loose upon the two screwing-spindles E and N ; and the pinion b geers with the spur-wheel K, which is loose upon a spindle L, immediately under the driving-spindle J. The wheel U geers into the wheel R, and the pinion d into the wheel O, fast on the screwing- spindle N. The spindle L has its bearings also in the two end standards, and carries, besides the wheel K, another wheel M, which geers with the loose wheel G on the screwing-spindle E ; also a fast- pinion c, which geers with the fast-wheel P, upon the screwing-spindle N. The wheels K and M are loose on the shaft L, but are both fast upon a common hollow boss, so that motion being communicated to the wheel K, the other, M, will be carried round in the same direction with an equal velocity. The arrangement of the wheels on the large screwing-spindle N is fully shown by Fig. 3286. This spindle is provided with a hollow boss Q, ou which are the fast-wheel R and the loose clutch-wheel S : this last can be brought into action by the sliding-clutch T, upon the same hollow boss Q, and which can be worked from either end of the machine, by the double handle Z Z. The wheels O and P are fast upon the spindle. The smaller screwing-spindle carries only the two loose clutch-wheels G and F, either of which can be brought into action by the sliding-clutch H, which is worked by the double handle Y Y. This hau, die is placed upon a small rocking-shaft l, carried on two brackets mm, resting upon the sole-plate of the machine, and has the clutch-fork n keyed upon it, so that in moving the handle from the vertical position, the clutch will be brought into geer with one of the wheels G F, on the spindle E. The handle L Z is in like manner fixed upon a cross-shaft o, carried by the brackets pp, similarly fixed upon the 6ole plate; but this shaft, besides the clutcli-fork q for working the clutch T on the hollow boss Q of 604 SCREWING MACHINE, DOUBLE. the screwing-spindle N, has a second fork for working a clutch on the spindle L, to engage and disen gage the loose boss of the wheels K and M. But these two clutches are so fixed in relation to each other, that one of them only can be in action at the same time, consequently, when the wheel S is en- gaged by the clutch T, the wheels K and M must necessarily be loose on the shaft L. This arrangement of the geering being kept in view, the action of the machine will easily be com- prehended. Thus supposing motion to be communicated to the speed-cone I, if the clutches T and H be in geer with the wheels S and F respectively, these wheels will be driven by the pinion a, with a speed proportioned to their respective diameters, and in opposite directions. Meantime, the clutch on the under shaft L, being out of action, the wheels K and M will be loose upon it, and the shaft itself will be made to revolve idly by means of the wheel P, which geers with the pinion c upon it. The angular velocity of the wheel F will be immediately communicated to the screwing-spindle E and its chuck V; but the angular velocity of the wheel S will be transferred to the hollow boss Q, and thence ”p s 32s3. o to the wheel R, which geers with the wdieel U. But this Iasi, being loose upon the driving-shaft, and fast with the pinion d, will communicate its motion to the wheel 0, which is fast upon the screwing- x X R X d spindle N, and so communicate a reduced speed in the ratio of the numbers — . But let the to X B X H clutch T be disengaged — the clutch II remaining in geer as before — then the under clutch will engage the wheels K and M to their shaft L, and in consequence this shaft will be driven by the pinion b, which geers with the wheel K, and will drive the wheel P, which is fast on the screwing-spindle N, with a b X c speed, in the opposite direction to its former motion, determined by the ratio of the numbers — — k X 1 Let the clutch H be brought out of geer with the wheel F, and engaged with the wheel G, then the spindle E will receive an increased speed in the opposite direction to its former motion. Thus the twc screwing-spindles may be driven in either direction independently of each other, and may be employed at the same time to screw-bolts and nuts of different sizes and pitches of thread. SCREWING MACHINE, DOUBLE. 605 The screwing-spindles are of malleable iron to insure strength, and are made hollow to allow the bolts to pass into them as they are screwed. The chucks are fast upon the ends of the spindles, and to these the die-holders are bolted. The die-holder of the smaller spindle is of the common form, and fits into a dovetailed recess Y, from which it can be removed and have its cutters changed at pleasure ; 3234. V but that for the larger spindle is differently constructed, as will be observed from the face view of it given in Fig. 3287. This consists of a strong plate W, annularly recessed to receive a ring X, flush with its exterior surface. The ring X has a portion of its circumference cut into teeth to geer with a worm recessed in the plate W, and which can be worked by a handle placed upon the projecting square end of its spindle h. Consequently, as this worm is turned in one direction or the other, the ring X 3285. will be correspondingly affected, and will, by its motion, change the relation of the cutters fff in re- spect of the axis of the chuck. For this purpose, three spiral recesses g g g are formed on the interior circumference of the ring, into which the exterior ends of the cutters project and abut against the inner edges of the spiral recesses. It is therefore clear that if the ring be made to pass through a 3386. 3287. small aic from right to left, the cutters will be forced to approach the centre ; and conversely, if the motion be from left to right, the cutters will be allowed to expand and receive a larger diameter of bolt. The cutters are accurately fitted into recesses prepared for their reception in the ring e / which is of a piece with the plate W, and the whole is covered by the thin plate j. In this plate are three ra- 606 SEA-LIGHTS. dial slots kkk, through which pass three small round pins projecting from the cutters, for the purpose of guiding them in a rectilinear motion. In the operation of screwing, the head of the bolt is caught in the gland-frame D, Fig. 3288, which fits between the guide-rods C C, along which it slides towards the chuck, as the thread is being cut, and the screw thereby formed passes into the hollow interior of the screwing-spindle. When nuts are to be tajiped, they are inserted into glands which fit the guide-rods C 0, at the opposite end of the machine, and the taps are fitted into the square holes in the ends of the spindles. SEA-LIGHTS, or Light-Houses. Powerful lights exhibited from lofty towers or headlands, to warn navigators of their proximity to the land. These are divided into coast-lights, which occupy the most salient points ; bay-lights, located within the recessed lines of coast ; channel-lights, arranged to desig- nate some particular course for vessels to steer over a bar or past some danger, and hence are often called “ leading-lights tide-lights, to indicate the height of tide at the port; and lastly, floating-lights, which are vessels from which are exhibited lights to indicate the vicinity of some shoal lying off from the shore, in a position where no permanent structure can be erected. Light houses, properly speaking, are of modern origin, and date their efficiency from about the year 1780, when Citizen Argand, of Geneva, in Switzerland, invented the admirable lamp that yet bears his name, and which combines in a degree not yet equalled by any other the best principles of combustion, and consequently the evolution of a brilliant light. Previous to the invention of Argand, navigators were compelled to trust to the dim and murky light of wood and coal fires, burned on the tops of tow- ers or lofty promontories, which, when the wind was off shore, must have been nearly or quite concealed by their own smoke. Coal lights have been continued in the Baltic till within ten years past. Smeaton, who erected the celebrated Eddystone Light-house, (justly considered the work of a man of genius, and as displaying a high degree of mechanical skill,) had not the talent sufficient to devise any improvement in the lights, but was obliged to illuminate that superb Pharos with tallow candles ! How great would be his delight, could he now see the beautiful combination of science and practice that are united in the admirable dioptric apparatus of Fresnel, which is installed in the Eddystone Light-house, and makes it one of the most efficient lights in the English Channel ! 'The great increase of commerce and navigation in the last century, and the repetition of frightful dis- asters by frequent shipwrecks, naturally directed the minds of men to suggest means for ameliorating the danger to which shipping of all classes was then exposed, and an effort to improve the light-houses was one step towards the accomplishment of this desirable object. The clumsy means of producing light from wood and coal fires, prevented the use of a glazed lantern to protect the flame from the furious winds of the Atlantic, and consequently the application of optical instruments to magnify the light. These fires were made in large iron braziers, and about 225 lbs. of coal were used in one night. The first attempt to economize the light from coal or other fires, and to direct the rays to the horizon, was made in 1727, at the Cordouan Light-house, by M. Bitri, an engineer employed to repair that structure. He placed over the flame an inverted cone of tin plates, which reflected all the light inci- dent upon its surface, and must have added materially to its effect as long as the tin was kept polished ; but it is evident that with an open fire beneath the cone, the smoke and gas must speedily have de- stroyed the polish, and with it the reflecting power. The effects of a light in giving out rays without any controlling apparatus, will be to fill a sphere whose radius is equal to the distance at which the light is visible. In the light shown from a light- house, those rays which are thrown upwards or downwards beyond the reach of vision, would be totally lost for practical utility, and it therefore becomes necessary to economize the light, to deflect these rays and cause them to assume that direction only in which they are required : in short, our apparatus must be so ordered as to produce a horizontal band or zone of light. To do this we have two methods, both of which have been successfully applied : the first being to collect the rays in a concave mirror, and by its reflective power project them to the horizon ; a circle of these mirrors would thus be visible from every point of the horizon : this is termed the catoptric method. Secondly, to place lenses of a proper form around the light, when all the rays falling upon these will be refracted in a horizontal plane : this is called the dioptric method, and is the more modern and by far most perfect of the two systems. As the catoptric or reflector system is the only one used in the United States, we shall briefly de- scribe the form and construction of the reflectors, which ought to be paraboloidal to produce the proper result, though, we regret to say, there are few such reflectors in this country. It is proper to premise that a parabola is a curve of the second order, obtained by cutting a cone in a plane parallel to one side, and possessing this remarkable property, that a line drawn from the focus to any point in the curve makes, with a tangent at that point, an angle equal to that which a line par- allel to the axis of the curve makes with that tangent. An inspection of the diagram will render this apparent, and it is easy to see that a revolution of this curve upon its axis will generate a parabolic conoid, which is the form of concave mirror we require for light houses. The line P Y G, Fig. 3289, is a parabolic curve, and within it is the focal point F, which is the situa- tion of the lamp-flame in the reflector, of which this may be supposed to represent a section. Now, a ray from the lamp at F falling on the concave surface at d, will be reflected in the direction a f which is parallel to the axis of the curve Y Z, and the angle of reflection bac is equal to the angle of incidence d a e ; in other words, it makes with the normal a z the angle g ah equal to the adjacent angle h a i, and this property belongs to every portion of the surface of the parabola, and consequently the rays from the focal point will be represented by the lines F x x', F w w. With respect to the invention of parabolic mirrors, we find them mentioned at a very early period, though not in connection with the subject of illumination, but in reference to their powers of focalizing the rays of the sun to form burning instruments, an inverse principle of that of lamp reflectors. In a work entitled “ Pantometria,” by Leonhard Digges, published in London in 1571, the authoi states that, “ with a glasse, framed by a revolution of a section parabolicall, I have se f fire to powdei SEA-LIGHTS. GOT half a mile and more distant.” In the prosecution of this subject the celebrated Napier and Sir Isaac Newton experimented with parabolic reflectors before 1673, and lluffon, the great naturalist, with the same object proposed the polyzonal lens, now adapted to light-house purposes, as will be described further on. The first parabolic reflectors for light-houses of which any authentic record remains, were used at the port of Liverpool, England, previous to 1777, for in that year Wm. Hutchinson, dock-master of the port, published his “Practical Seamanship,” and in that work he fully describes the apparatus used in the four light-houses built at Liverpool in 1763. These reflectors were formed to a parabolic curve by a somewhat rude process, which he describes. Figs. 3290 and 3291 represent the parabolic reflectors used in the Liverpool light-houses, copied from a plate in Hutchinson’s “Practical Seamanship,” formed of wood, and lined with pieces of looking-glass, or of plates of tin. The oil is kept on a level with the flame by a dripping-pot, supplying the reservoir at the back.* 3290. 3291. He evidently had a perfect knowledge of the properties of the parabolic reflector, and had also a just idea of its correct application as an illuminating instrument, and he also proposed other aud more complete reflectors, similar to those now in use ; but like Smeaton, who proposed the use of lenses, neither seems to have attempted the production of a more perfect method of obtain- ing the artificial fight, one thinking candles best, the other preferring a rude oil lamp. The inven- tion of Argand’s lamp, in 1780, led the celebrated Chevalier de Borda to propose its union with parabolic reflectors of silver plate, for the illuminating apparatus of light-houses. A suite of Argand lamps and silver-plate parabolic reflectors were accordingly made by Lenoir, the eminent optician, and set up in the Cordouan Light-house in 1783 by M. Teulfere, Ingenieur en chef Ponts et Chaussees, who had just completed the alteration of that structure, and raised it to its present height of 206 feet. This apparatus was arranged, moreover, as a revolving light, being the first one of that kind ever ex- hibited, the reason for which will be explained further on. The Trinity House, London, adopted De Borda’s plan of the Argand lamp and silver-plate parabolic reflector in 1788, and the Scottish Light-house Board did the same in 1803, at Inchkeith. The inven- tion was imported into this country in 1810, and, strange to say, a patent was granted for this impor- tation, and our government bought out the patentee in 1812, although the Argand lamp was a French * “We have had,” says Mr. Hutchinson, “ and used here in Liverpool, reflectors of 1, 2, and 3 feet focus, and 3, 51, 7 '-, and 12 feet diameter. The smallest made of tin plates soldered together, and the largest of wood covered with plates of looking-glass, and a copper lamp ; the cistern part for the oil and wick stands behind the reflector, so that nothing stands before the reflector to interrupt the blaze of the lamp acting upon it, but the tube that goes through with a spreading burner mouth-piece, to spread the blaze parallel thereto, and with the middle of it just in the focus or burning point of the reflector. The lamps are, like the reflectors, proportioned to make a greater or less blaze as required ; their spread- ng burning parts are from 3 to 12 and 14 inches broad, and are trimmed every four hours. Thus are these light-houses sonstructed, kept, and situated, and have stood the test of a fair trial, and the preference and advantages given to them even by their opponents, as there always will be to new things, commonly calling them new whims, till time and trial confirm them as useful improvements.” 608 SEA-LIGHTS. patent, and, combined with the reflector of De Borda, had then been in public use in the French and English lightdiouses for thirty years. The manner in which these instruments are applied to produce the effect of fixed and revolvin'* lights will be understood by inspecting the diagrams. Fig. 3292 is a half-plan and elevation of a fixed light of 1G lamps. The reflectors are arranged in two series, one above the other, on circular frames of iron ; at the back of each reflector an Argand lamp is attached, the supply-tube from which passes through a hole cut in the reflector and leading to the burner, which is accurately set in the focus of the instrument. Each reflector must thus illuminate that portion of the horizon towards which it faces, and consequently the distant observer sees the light of but one lamp. Fig. 3293 is a half-plan and elevation of a revolving light of four faces. In the diagram there are but two lamps on each of the four sides of a square, though as many as ten lamps are often so placed in lights of the first class. It is obvious in this arrangement that the light from this apparatus must be visible in four directions only, and these 90° apart, or at right angles to each other, while the inter- vening spaces must be dark or eclipsed. By causing this apparatus to rotate slowly on its vertical axis, the bright and dark portions of the square will be presented alternately to the eye of a distant observer ; in other tvords, the light will appear and disappear at intervals of time corresponding to the speed of rotation. Two objects are gained by this arrangement : 1st. A distinctive appearance, by which a light that is eclipsed at regular intervals can never be mistaken for a light steadily visible, or, as they are termed, a fixed light. 2d. The power and brilliancy of the light is greater than in a fixed light, just in proportion to the number of lamps on each face of the frame ; for while in the fixed light we cannot receive the light of but one reflector at a time, owing to the circular form of arrangement, in the revolving light we have the combined power of from two up to ten reflectors at one view, sim- ply by placing so many reflectors on each face of the frame. The difference, then, between the illumi- nating power of the two methods of fixed and rotary lights, is in the ratio of 2 to 1, 3 to 1, or 10 to 1, as the case may be. Consequently, the relative economy of the two plans is in a like ratio. In a fixed light of 24 lamps, the seaman can only have the aid of one reflector, no matter from what direc- tion he views the light ; while in a revolving light of 24 lamps, arranged in groups of eight reflectors on the three sides of a triangular frame, the seaman has eight times as powerful a light presented to his view at short intervals — yet the cost of maintaining these two lights is exactly similar. Notwith- standing the simplicity of this fact, and the cogent reasons that exist for availing ourselves of the superior economy and brilliancy of the revolving light, it is rarely adopted in the United States light houses. With more than 300 lights on our coast, there are yet but 38 revolving fights, against 287 fixed. In Fig. 32S9 the theoretical properties of the parabola are stated, and it is obvious that if these should remain true in practice, the beam of light from such a reflector would be a simple cylinder ol a diameter equal to the double ordinate of the mirror. Such, however, is fortunately not the case SEA-LIGHTS. 609 3294. The size of the flame of the lamp causes a divergence of the reflected light, which divergence increases and decreases with the length of the focal axis of the mirror and the size of the flame. 1 n practice, the effective divergence of the beam of light from a 21-inch reflector of 4 inches focal axis is found to be about 14 degrees in azimuth. Hence we require 26 reflectors in a fixed light, in order to produce a tolerably equal distribution of light around the horizon. If a less number is used, the intervals between each pair of reflectors is poorly lighted, and not visible at any great distance. Fig. 3294 is a vertical section of a parabolic reflector, with its lamp in the proper place, and the burner in the focal point. Dioptric system of lights . — One of the earliest notices of the applica- tion of lenses to light-houses is in Smeaton’s Narrative of the Eddy- stone Light-house, where it is mentioned that a London optician, in 1759, proposed grinding the glass of the lantern to a radius of seven feet six inches. About the middle of the last century, however, lenses were actually tried in several light-houses in the south of England, and in particular at the South Foreland in the year 1752; but their imper- fect figure and the quantity of light absorbed by the glass, which was of impure quality and of considerable thickness, rendered their effect so much inferior to that of the paraboloidal reflectors then in use, that after trying some strange combinations of lenses and reflectors, the former were finally abandoned. The celebrated Buffon, in order to prevent the great absorption of light by the thickness of the ma- terial, which would necessarily result from giving to a lens of great dimensions a figure continuously spherical, proposed to grind, out of a solid piece of glass, a lens in steps, or concentric zones. This suggestion of Buffon about the construction of large burning glasses was first executed, with tolerable success, about the year 1780, by the Abbe Rochon. The merit -of having first suggested the building of lenses in separate pieces seems to be due to Condorcet, who, in his Eloge de Buffon, published so far back as 1773, enumerates the advantages to ae derived from this method. Sir David Brewster also described this mode of building lenses in 181 1, and in 1822 the late eminent Fresnel, unacquainted with the suggestions of Condorcet or the descrip- tion by Sir David Brewster, explained, with many ingenious and interesting details, the same mode of constructing those instruments which he had discovered for himself in 1819. Spherical lenses, like spherical mirrors, collect truly into the focus those rays only which are incident near the axis ; and it is, therefore, of the greatest importance to employ only a small segment of any sphere as a lens. The experience of this fact, among other considerations, led Condorcet, as already noticed, to suggest the building of lenses in separate pieces. Fresnel, however, was the first who actu- ally constructed a lens on that principle, and fully availed himself of the advantages which it affords ; and he has subdivided, with such judgment, the whole surface of the lens into a centre lens and concen- tric annular bands, and has so carefully determined the elements of curvature for each, that it does not seem likely that any improvement will soon be made in their construction. Fig. 3295 represents a plan of the great lens ; Fig. 3296 a section through the line A B. 3295. pi' The central disk of the lens, which is employed in lights of the first order, and whose focal distance is 920 millimetres, or 36'22 inches, is about 11 inches in diameter; and the annular rings which surround '*■ gradually decrease in breadth, as they recede from the axis, from 2J to II inches. The breadth of any zone or ring is, within certain limits, a matter of choice, it being desirable, however, that no part of Vol. n.— 39 1 610 SEA-LIGHTS. the lens should be much thicker than the rest, as well for the purpose of avoiding inconvenient projec- tions on its surface, as to permit the rays to pass through every part of it with nearly equal loss by absorption. The objects to be attained in the polyzonal or compound lens are chiefly, as above noticed, to correct the excessive aberration produced by refraction through a hemisphere or great segment, whose edge would make the parallel rays falling on its curve surface converge to a point much nearer the lens than the principal focus, as determined for rays near the optical axis, and to avoid the increase of ma- terial, which would not only add to the weight of the instrument and the expense of its construction, but would greatly diminish by absorption the amount of transmitted light. In applying lenses to the flame of a light house lamp, similar considerations must guide us iu making the necessary arrangements as in the case of reflectors. The size of the flame and its distance from the surface of a mirror have an important practical bearing on the utility of the instrument, and the di- vergence of the resultant beam materially affects its fitness for the purpose of a light-house. So also in the case of the lens ; unless the diameter of the flame of the lamp has to the focal distance of the instru- ment a relation such as may cause an appreciable divergence of the rays refracted through it, it could not be usefully applied to a light-house ; for, without this, the light would be in sight during so short a time that the seaman would have much difficulty in observing it. To determine the amount of this diverg ence of the refracted beam, therefore, is a matter of great practical importance, and we shall briefly point out the conditions which regulate its amount, as they are nearly identical with those which deter- mine the divergence of a paraboloidal mirror illuminated by a lamp in its focus. The divergence, in the case of lenses, may be described as the angle which the fame subtends at the principal focus of the lens, the maximum of which, produced at the vertex of Fresnel’s great lens by the lamp of four concen- tric wicks, is about 5° 9'. This will be easily seen by examining Fig. 8297, in which Q q represents the lens, A its centre, F the principal focus, b F and b' F the radius of the flame ; then is the angle b A b' equal to the maximum divergence of the lens. Sin b A F = — - = sin 6'AF = ; and twice JAF = the whole A r focal distance divergence at A. Then for the divergence at the margin of the lens, or at any other point, we have FQ = N /(AQ 2 + AF 2 ) and Q x — y/ (Q F 2 -f- F x 2 ) ; and for any angle at Q, we have sin F Q x _ Far ~FQ' On the subject of the illuminating power of the lenses, it seems enough to say that the same general principle regulates the estimate as in reflectors. Owing to the square form of the lens, however, there is a greater difficulty in finding a mean focal distance whereby to correct our estimate of the angle sub- tended by the light, so as to equate the varying distance o*f the several parts of the surface ; but, prac- tically, we shall not greatly err if we consider the quotient of the surface of the lens divided by the sur- face of the flame as the increased power of illumination by the use of the lens. The illuminating effect of the great lens, as measured at moderate distances, has generally beeu taken at 3000 Argand flames, the value of the great flame in its focus being about 16, thus giving its increasing power as nearly equal to 180. The more perfect lenses have produced a considerably greater effect. The application of lenses to light-houses is so obvious as to require little explanation. They are ar- ranged round a lamp placed in their centre, and on the level of their focal plane in the manner shown in Fig. 3298, which is a vertical section and plan of a revolving light of eight lenses, that form, by their union, a right octagonal hollow prism, circulating round the flame which is fixed in the centre, and showing to a distant observer successive flashes or blazes of light, whenever one of its faces crosses a line joining his eye and the lamp, in a manner similar to that already noticed in describing the action of the mirrors. The chief difference in the effect consists in the greater intensity and shorter duration of the blaze produced by the lens; which latter quantity is, of course, proportional to the divergence of the resultant beam. Each lens subtends a central horizontal pyramid of light of about 46° of inclina- tion, beyond which limits the lenticular action could not be advantageously pushed, owing to the extreme obliquity of the incidence of light; but Fresnel at once conceived the idea of pressing into the service of the mariner, by means of two very simple expedients, the light which would otherwise have uselessly “soaped above and below the lenses. For intercepting 1b r upper portion of the light, he employed eight smaller lenses ol 500 mm. focal SEA-LIGHTS. 611 listance (19'68 inches) inclined inwards towards the lamp, which is also their common focus, and thus forming, by their union, a frustum of a hollow octagonal pyramid of 50° of inclination.. The light fall- ing on those lenses is formed into eight beams rising upwards at an angle of 50° inclination. Above them are ranged eight plane mirrors, as in Fig. 3299, so inclined as to project the beams transmitted by the small lenses into the horizontal direction, and thus finally to increase the effect of the light. In placing those upper lenses, it is generally thought advisable to give their axes a horizontal deviation Oi no or go f rom that of the great lenses, and in the direction contrary to that of the revolution of the frame which carries the lenticular apparatus. By this arrangement the flashes of the smaller lenses precede those of the large ones, and thus tend to correct the chief practical defect of revolving lenticular fights, by prolonging the bright periods. The elements of the subsidiary lenses depend upon the very same principles, and are calculated by the same formulas as those given for the great lenses. In fixing the focal distance and inclination of those subsidiary lenses, Fresnel was guided by a consideration of the necessity for keeping them sufficiently high to prevent interference with the free access to the lamp. He also restricted their dimensions within very moderate limits, so as to avoid too great weight. Their focal distance is the same as that for lenses of the third order of lights. Owing to certain arrangements of the apparatus which are necessary for the efficiency of the lamp, but a small portion of those rays which escape from below the lenses can be rendered available for the purposes of a light-house ; and any attempt to subject them to lenticular action, so as to add them to the periodic flashes, would have led to a most inconvenient complication of the apparatus. Fresnel adopted the more natural and simple course of transmitting them to the horizon in the form of flat rings of light, or rather of divergent pencils, directed to various points of the horizon. This he effected by means of small curved mirrors, disposed in tiers, one above another, like the leaves of a Venetian blind an arrangement which he also adopted (see Fig. 3300) for intercepting the light which escapes above as well as below the dioptric belt in fixed lights. Those curved mirrors are, strictly speaking, generated (see Fig. 3301) by portions such as a b of parabolas, having their foci coincident with F, the common flame of the system. In practice, however, they are formed as portions of a curved surface, ground by the radius of a circle, which osculates the given parabolic segment. The mirrors are plates ot glass, silvered on the back and set in flat cases of sheet-brass. They are suspended on a circular frame by means of screws which, being attached to the backs of the brass cases, afford the means of adjusting them, to their true inclination, so that they may reflect objects on the horizon of the light-house to an observer’s eye placed in the common focus of the system. Having once contemplated the possibility of illuminating light- houses by dioptric means, Fresnel 012 SEA-LIGHTS. * quickly perceived the advantage of employing for fixed lights a lamp placed in the centre of a polyg onul hoop, consisting of a series of refractors, infinitely small in their length and having their uxes ir. plants parallel to the horizon. Such a continuation of vertical sections, by refracting the rays proceed- ing from the focus, only in the vertical direction, must distribute a zone of light equally brilliant in 33U0. every point of the horizon. This effect will be easily understood, by considering the middle vertical section of one of the great annular lenses, already described, abstractly from its relation to the rest of the instrument. It will readily be perceived that this section possesses the property of simply refracting the rays in one plane coincident with the line of the section, and in a direction parallel to the horizon, end cannot collect the rays from either side of the vertical line ; and if this section, by its revolution I i about a vertical axis, becomes the generating line of the enveloping hoop above noticed, such a hoop will of course possess the property of refracting an equally diffused zone of light round the horizon, Fig 8302. The difficulty, however, of forming this apparatus appeared so great, that Fresnel determined to substitute for it a vertical polygon, composed of what have been improperly called cylindric lenses but which in reality are mixtiliuoar prisms placed horizontally, and distributing the light which they SEA-LIGHTS. G13 receive from the focus nearly equally over the horizontal sector which they subtend. This polygon has a sufficient number of sides to enable it to give, at the angle formed by the junction of two of them, a light not very much inferior to what is produced in the centre of one of the sides ; and the upper and lower courses of curved mirrors are always so placed as partly to make up for the deficiency of the light at the angles. The effect sought for in a fixed light is thus obtained in a much more perfect man- ner than by any conceivable combination of the paraboloidal mirrors. 3305 . An ingenious modification of the fixed apparatus is also due to the inventive mind of Fresnel, who conceived the idea of placing one apparatus of this kind in front of another, with the axes of the cylindric pieces crossing each other at right angles. As those cylindric pieces have the property oi refracting all the rays which they receive from the focus, in a direction perpendicular to the mixtilinear cection which generates them, it is obvious that if two refracting media of this sort be arranged as above described, their joint action will unite the rays which come from their common focus into a beam, whose sectional area is equal to the overlapped surface of the two instruments, and that they will thus produce, although in a disadvantageous manner, the effect of a lens. It was by availing himself of this property of crossed prisms, that Fresnel invented the distinction for lights which he calls a fixed light varied by flashes ; in which the flashes are caused by the revolution of cylindric refractors with vertical axes ranged round the outside of the fixed light apparatus already described. See Fig. 3303. The loss of light by reflection at the surface of the most perfect mirrors, and the perishable nature of (314 SEA-LIGHTS. the material composing their polish, led to the introduction of totally reflecting prisms as a substitute for the silvered glass mirrors placed above and below the great refracting belt. These prismatic zones nr catadioptric rings, involve some very difficult calculations in order to determine the proper section oi each. In a dioptric light of the first order there are 13 zones above the refractor and 6 below it. In each one the triangular section differs according to its position with respect to the focal centre of the system of lenses. The problem is, therefore, the determination of the elements and position of a triangle ABC, Fig. 830-1, which, by its revolution about a vertical axis, passing through the focus of a system of annular lenses or refractors in F, would generate a ring or zone capable of transmitting in a horizontal direction, by means of total reflection, the light incident upon its inner side BC from a lamp placed in the point F. The conditions of the question are based upon the well-known laws of total reflection, and require that all the rays coming from the focus F shall be so refracted at entering the surface B C, as to meet the side B A at such an angle, that instead of passing out they shall be totally reflected from it, and passing onwards to the side C A shall, after a second refraction at that surface, finally emerge from the zone in a horizontal direction. For the solution of this problem, we have given the positions of F the focus, of the apex C of the generating triangle of the zone, the length of the side B C, or C A, and the refractive index of the glass. The position of the several prismatic zones is shown in the annexed section, Fig. 3305, or generatrix of the complete system drawn in perspective elevation, Fig. 3306, which is a fixed light of the first order. ABC, catadioptric zones. JD E F, compound dioptric belt with diagonal joints C N M. A' B' C', lower catadioptric zones, one division being left out for free access to lamp. F, focus with flame oi lamp. XXX, diagonal supports for the upper catadioptric zones. HH, service table, on which the lamp rests and where the keeper stands to trim the burner, and which is supported by a pillar resting on the light-room floor. The original conception of this magnificent apparatus is seen in the annexed diagram, Fig. 3307, which represents a plan r -- — -, and vertical section of Fresnel’s fourth order, combining a central annular refractor, with totally reflecting zones above and below. Mr. Stevenson has very unjustly attempted to appropriate this invention as his own ; but the only claim he can properly advance is that of proposing the adoption of this plan of Fresnel's on a larger scale. We have next to consider the great lamp, to the proper distribution of whose light the whole of the apparatus above described is applied. Fresnel immediately perceived the ne- cessity of combining with the dioptric instruments which he had invented a burner capable of producing a large volume of flame ; and the rapidity with which he matured his notions on this subject and at once produced an instrument admirably adapted for the end he had in view, affords one of the many „ m VA f /f.v/ > J i fjt ■ \ .■/ ^ .. ZZL.JST proofs of that happy union of practical with theoretical talent, for which he was so distinguished. Fresnel himself has mod- estly attributed much of the merit of the invention of this lamp to M. Arago ; but that gentleman, w 7 ith great candor, gives the whole credit to his deceased friend, in a notice regard- ing light-houses, which appeared in the Annuaire du Bureau des Longitudes of 1831. The lamp has four concentric "burners, which are defended from the action of the excessive heat pro- duced by their united flames, by means of a superabundant supply of oil, which is thrown up from a cistern below by a clockwork movement and constantly overflows the wicks, as in the mechanical lamp of Carcel. A very tall chimney is found to be necessary, in order to supply fresh currents of air to each wick with sufficient rapidity to support the combustion. The carbonization of the wicks, however, is by no means so rapid as might be expected ; and it is even found that after they have suffered a good deal the flame is not sensibly diminished, as the great heat evolved from the mass of flame promotes the rising of the oil in the cotton. The large lamp at the Tour de Corduan burns for seven hours without being snuffed or even having the wicks raised; and, in the Scotch light-houses, it often, with Colza oil, maintains, untouched, a full flame for no less a period than seventeen hours. The annexed diagrams will give a perfect idea of the nature of the concentric burner. The first, Fig. 3308, shows a plan of a burner of four concentric wicks. The intervals which separate the wicks from each other and allow the currents of air to pass, diminish a little in width as they recede from the centre. The next. Fig 3309, shows a section of this burner. C C 1 C" C" are the rack-handles for raising or depressing each wick ; A B is the horizontal duct which leads the oil to the four wicks ; L L L are small plates of tin by which the burners are soldered to each other, and which are so placed as. not to hinder the free passage of the air; P is a clamping-screw, which keeps at its proper level the gallery It R, which carries the chimney. The next, Fig. 3310, shows the burner with the glass chimney and damper. E is the glass chimney; F is a sheet-iron cylinder, which serves to give it a greater length, and has a small damper D, capable of being turned by a handle for regulating the currents of air ; and B is the pipe which supplies the oil to the wicks. To prevent the occurrence of such accidents as 1 itoppage of the machinery of these lamps, and to render their consequences less serious, various precau SEA-LIGHTS. U1S tions have been resorted to. Amongst others, an alarum is attached to the lamp, consisting of a small cup pierced in the bottom, which receives part of the overflowing oil from the wicks, and is capable, when full, of balancing a weight placed at the opposite end of a lever. The moment the machinery stops the cup ceases to receive the supply of oil, and, the remainder running out at the bottom, the equilibrium of the lever is destroyed, so that it falls and disengages a spring which rings a bclJ enfticiently loud to waken the keeper should he chance to be asleep. 3309. There is another precaution of more importance, which consists of having always at hand in the light-room a spare lamp, trimmed and adjusted to the height for the focus, which may be substituted for the other in case of accident. It ought to be noticed, however, that it takes about twenty minutes from the time of applying the light to the wicks to bring the flame to its full strength, which, in order to produce its best effect, should stand at the height of nearly four inches (10 cm \) The inconveniences attending the great lamp have led to several attempts to improve it ; and, among others, M. Delaveleye has proposed to substitute a pump having a metallic piston, in place of the leathern valves, which require constant care, and must be frequently renewed. A lamp was constructed in this manner by M. Lepaute, and tried at Corduan ; but was afterwards discontinued until some of its defects could be remedied. It has lately been much improved by M. Wagner, an ingenious artist, whom M. Fresnel had 3310. P3D Li 3311. employed to carry some of his improvements into effect. In the dioptric lights on the Scotch const, » common lamp, with a large wick, is kept constantly ready for lighting ; and, in the event of the sudden extinction of the mechanical lamp by the failure of the valves, it is only necessary to unscrew and re- move its burner, and put the reserve-lamp in its place. The height of this lamp is-so arranged that its flame is in the focus ot the lenses, when the lamp is placed on the ring which supports the burner of the mechanical lamp; and as its flame, though not very brilliant,. has a considerable volume, it answers the f>l6 SEA-LIGHTS. purpose of maintaining the light in a tolerably efficient state for a short time, until the light-keepers have time to repair the valves of the mechanical lamp. Only three occasions for the use of this reserve- lamp have yet occurred. The most advantageous heights for the flames in dioptric lights are as follows : Inches. 1st Order 10 to 11 centimetres = 3'94 to 4'33 2d Order 8 to 9 “ =3T5 to 3 54 3d Order 7 to 8 “ =2 76 to 315 The dioptric system of Fresnel has another capital advantage over the old system of reflectors, by which a great economy is secured, and what is more important, the amount of light at each station can be graduated to the wants of navigation and the peculiar features of the location. The dioptric system is divided into four orders of magnitude, represented by Figs. 3311, 3312, and 3313, drawn to a uniform scale. Each order may be either a fixed light, a revolving light, or a fixed light varied by flashes, or a flashing light. Here are four different appearances or characteristics, in addition to which, the times ot the flashes and eclipses can be so essentially varied as to produce new distinctive appearances perfectly intelligible to the practical seaman. 1. Lights of tiie 1st order, Fig. 3212, 3312 . have an interior radius or focal distance of 92 centimetres, or 36 22 in., and lighted by a lamp of four concentric wicks, consume annually 570 gallons of oil. The revolv- ing lights of this order, having eight large polyzonal lenses, with the catadioptric zones above and below, produce a beam ?>f light whose power is equal to 5000 Argand flames of one inch diameter and one and a half inch height. The fixed lights of the same order with catadioptric cupole and zones, produce a beam whose power in all azimuths is equal to 800 Argand burners, as above. 2. Lights of the 2d order. Fig. 3313, having an interior radius of 70 centime- tres, or 27'55 in., lighted by a lamp of 3 concentric wicks, consume annually 384 gallons of oil. The best revolving lights of this order have a brilliancy equal to 3000 Argand burners as above, and the fixed lights of same order, have a power in all azimuths equal to 450 such burners. 3. Lights of the 3d order, having an interior radius of 50 centimetres, or 19'68 inches, and lighted by a lamp with two concentric wficks, consume annually 183 gallons of oil. The revolving lights of this order produce a flash equal to 800 Argand burners, and the fixed lights of same order have a power in all azimuths of 100 such burners. 4. Lights of the 4th order, Fig. 3311, nave an interior radius of 15 centimeters, or 5’9 in., and are lighted w r ith a simple Argand burner, consuming annually 48 gallons of oil. The flash of this light is equal to 150 burners, and as a fixed light its power in all azimuths is 25 burners. There is no combination of reflectors that can be made to produce such powers of light as the first order described above. A revolving reflecting light, such as the one on Beachy Head, has three faoes of ten reflectors each, whose combined power of 10X280 = 2800 burners. We have thus three portions of the horizon illumin- ated at the same time with a power equal to 2800 burners. The consumption of oil per lamp at Beachy Head is 44 gallons per annum, which, for 30 lamps, gives an aggregate combustion of 1320 gal ions of oil each year. The aggregate power of light produced is 2800 X 3 = 8400 burners. A 1st order dioptric illuminates eight portions of the horizon at one time, with a power of 5000 burners, or ar aggregate effect of 40,000 burners, consuming in one year 570 gallons of oil. SEA-LIGHTS. 617 We hare thus the following comparison : 1st order dioptric 570 galls, oil 5000X8 points = 40,000 1st “ catoptric 1320 “ “ 2800X3 “ = 8,000 Saving in oil = 750 gallons per annum. Gain of light = 31,600 burners in eight points. Gain of light = 3,200 “ at any one point. The greater the amount of sea horizon there is to be illuminated, the more economical and useful becomes the dioptric light ; while the catoptric system increases in first cost, and maintenance after- wards, by the same law. In the. first no increased consumption of oil is caused by extending the area of illumination, while in the latter system the number of lamps and consequent cost and consumption must be increased in proportion to the number of degrees of horizon to be lighted. The spheroidal form of the earth requires that the height of a light-house tower should increase pro- portionally to the difference between the earth’s radius and the secant of the angle intercepted between the normal to the spheroid at the light-house and the normal at the point of the light’s occultation from the view of a distant observer. The effect of atmospheric refraction, however, is too considerable to be neglected in estimating the range of a light, or in computing the height of a tower which is required tc give to any light a given range ; and we must, therefore, in accordance with the influence of this element, on the one hand increase the range due to any given height, and, vice versa, reduce the height required for any given range, which a simple consideration of the form of the globe would assign. In ascertain ing this height, we may proceed as follows : 3314. Referring to the accompanying figure, 3314, in which S' d L' is a segment of the ocean’s surface, O the centre of the earth, 17 L a light house, and S the position of the mariner’s eye, we obtain the value of LL' = H', the height of the tower in feet by the formula, o P h'= t (1.) m which l = the distance in English miles L ' d at which the light would strike the ocean’s surface. We then reduce this value of H' by the correction for mean refraction, which permits the light to be seen at 2 P a greater distance, and which = - — > (2.) 2 p op 1 IT 4 P T 73d So as to get, 618 SEAMING MACHINE. an expression which at once gives the height of the tower required, if the eye of the mariner were just on the surface of the water at d, where the tangent between his eye at S and the light at L would touch the sea. We must, therefore, in the first instance, find the distance dS = l', which is the radius ol the visible horizon due to the height S S' — A of his eye above the water, and is, of course, at once ob- tained conversely by the expression, Deducting this distance from S L, the whole effective range of the light, we have L d — /, and operating with this value in the former equation, we find the height of the tower which answers the conditions of the case. From the above data the following table has been computed : 11 Heights in A Lengths in English A' Lengths in nautical miles. H Heights in A Lengths in English miles. A' Lengths in nautical miles. H Heights in A Lengths in English miles. A' Lengths in nautical miles. 5 2-958 2-505 70 11-067 9-598 I 250 20-916 18-14 10 4-184 3-628 75 11-456 9 935 300 22*912 19-87 15 5123 4-443 80. 11-832 10-26 350 24-748 2146 20 5-916 5-130 85 12T96 10-57 1 400 26 457 22-94 25 6014 5-736 90 12549 10-88 1 450 28-062 24-33 30 7-245 6-283 95 12-893 11-18 500 29-580 25-65 35 7-826 6787 100 13-228 11-47 550 31-024 26-90 40 8306 7-255 110 13874 1203 600 32-403 28-10 45 8-874 7-696 120 14-490 12-56 050 33-726 29-25 50 9-354 8112 130 15-083 13-08 1 700 35-000 30-28 55 9811 8-509 140 15-652 13-57 800 37-416 32-45 00 10-240 8-886 150 17-201 14-91 900 39-836 34-54 65 10-665 9 249 200 18-708 16-22 1000 41-833 36-28 If the distance at which a light of given height can be seen by a person on a given level be required, it is only needful to add together the two numbers in the column of lengths A or A', (according as nauti- cal or English miles may be sought,) corresponding to those in the column of heights H, which repre- sent respectively the height of the observer’s eye and the height of the lantern above the sea. When the height required to render a light visible at a given distance is required, we must seek first for the number in A or A' corresponding to the height of the observer’s eye, and deduct this from the whole proposed range of the light, and opposite the remainder in A or A' seek for the corresponding number in II. SEAMING MACHINE, DOUBLE. George R. Moore, Philadelphia, Penn. Fig. 331 5 represents a general view of this machine. All the parts that are not lettered compose the frame simply, the con- struction of which is obvious from the drawing, as it is similar to other tin machines, and made of the same materials ; it may, however, be varied. We proceed to describe the working machinery, noticing first the two arbors a and b, which are con- nected by cog-wheels, and turned by the crank e. Two heads, d and e, are affixed to the ends of these arbors, and between these heads the double seaming is performed. A pan p is represented in dotted lines, as placed over the head d, on the lower arbor, so as to bring the edge which is to be seamed down between the head c, and a small roller/, hereinafter described. The shape of the head e should be carefully noticed. This head consists of a flanch 1, projecting from a cylindrical surface 2, similar to some other machines now in use ; this cylindrical surface is terminated by a shoulder 3, that connects with a conical moulding 4. The bevel surface of the head e bears first upon the edge of the pan, which is sustained by the head d, the shoulder 3, above named, coming against the bottom, and the edge is forced to yield to the bevel of the head e, as this is screwed down upon it by means of the screw g ; and should any part of the edge be inclined to slip out towards the top of the pan, (as this edge is always composed of three thicknesses,) it is prevented from so doing by the little roller/ attached to the collar k, that surrounds the arbor b near the head. At this stage of the operation the crank c is turned, the pan revolves in the machine, and the edge is turned down as far as the bevel part 4, of e , will turn it, while the shoulder 3 prevents the edge oi the pan from bending too far down towards the centre ; after this the head e must be raised up a little by turning the screw g, attached to the box, (in which the arbor b runs,) and then the lever A is brought into use to move the arbor b inwards, by which the cylindrical part 2 of the head e, which is parallel with the outer surface of the head d, is brought over the same and then screwed down towards it, by (he screw g, when, by again turning the crank, the work is completed. The outside shoulder 1 of the head e keeps the bottom of the pan close against the head d. The lever A passes through an aperture in the frame, where it has room to be moved back and forth, and places are fitted to receive it when bo moved, into which it is thrown by a spring, or by its own elasticity. It also passes between two shoulders on the arbor b, and its lower end is connected to the frame by a pivot. Its use has already Wen explained, i is a sliding gage for the purpose of holding in proper position flaring articles, such 619 SEWERS. as the pan represented in the drawing, where the bottom need? to be thrown out from a perpendiculat with the arbors, in order to bring the body parallel with them. This gage consists of a shank that is attached by the scr ewj to the frame, and is terminated by heads branching out for the bottom of the pan to rest against, upon the inside. This is found to be indispensable when the work is much flaring. The heads of this gage are provided with soft or smooth surfaces, to prevent them rubbing the tin so as to mar or injure it. When it is not desirable to use the gage, the work will rest against the head d, which is faced nearly to the edge with leather, although other materials may be used, to prevent its rubbing the tin. The piece k is a collar with a lever attached thereto; the collar part of it is fitted upon the arbor b, allowing the arbor to turn freely in it, while the upper end passes through a loop m in the frame, to keep it in an upright position; and below the collar, this lever passes through the little roller/. The only use of the loop m is to bring the roller/ to bear properly upon the work ; and to secure this the oetter, the lever k is made crooked at the top, so that, by pressing it down, this part of it is brought towards the frame, and consequently the roller/ is moved up closer towards e, and vice versa. A spring 1 is applied to throw k back as it rises up, to make it easy to get the work properly into die machine. SEWERS. Subterranean passages formed for the drainage of a town. The inclination and depth of sewers must be regulated according to circumstances. The Ilolborn and Finsbury regulations require that “the inclination be not less than A inch to every 10 feet in length, and as much more as circum- stances will admit in those portions that are in a straight line, and double that fall in portions that are curved.” It is stated in the regulations of the Westminster Commission, (1836) that the current re- quired for sewers in all cases is 1J inch to every length of 10 feet; hut later regulations order “ that the current of all sewers to be built, be regulated by the commissioners according to surface required to be drained,” without stating any particular inclination. It is, as already observed, frequently a matter of difficulty to obtain sufficient inclination in a sewer, and yet to make it deep enough to drain the basement story of the neighboring houses. To remedy the evils of insufficient declivity, the process of flushing has been adopted in the sewers; that is, the water is allowed to accumulate for a time by means of gates or dams, and is then suddenly let loose so as to act like a powerful current in sweeping all the loose matter before it. Sewers receive the drainage of houses by means of small channels or drains , usually of circular form. The Westminster commissioners require that the bottoms of private drains shall be 12 inches above the bottom of the sewer ; and they recommend that such drains have a fall of at least \ inch in a foot. Glazed stoneware pipes are excellent substitutes for brickwork in the smaller drains. They are more quickly laid than the others can be built, and they present a much better surface for the rapid flow of the sewage. They are constructed in various forms of bends and junction pieces, and from tire compar- ative thinness of these pipes a much larger capacity is obtained with a given quantity of excavation for laying them, than brickwork sewers, which even for the smallest diameter cannot be less than half a brick, or 4/ inches in thickness. Each pipe has a socket at one end for receiving the plain end of the adjoining pipe. The entrances to private drains are usually secured by a stink-trap. These traps are constructed in a variety of forms, but they depend for their action upon the formation of what the chemist calls a water-lute. The form of sewer most generally adopted is the egg section, with the smallest end down, so that under a diminished flow the velocity of the current may not be impaired. The size of the sewer must depend on the area to be drained, the requirements of the rain shed, and the house sewage. Knowing the descent, the discharge may be calculated from the usual formulas for the flow of water through pipes, very liberal allowance being made for accidental obstructions, and for excessive falls of rain. Mr. Phil- lips, before the Metropolitan Sanitary Commission of England, classed the sewers by 7 sizes, the first being 3.9 x 2.3, with an area of 6.6 square feet, and the 7th class 15 inches x 9 inches, area, 736 souare feet. 620 SEWING .MACHINES. SEWING MACHINES. The application of machinery to the purposes of sewing, is of very recen’ date. It was only since the invention of Mr. Howe in 1846, that it assumed any practical value, and still more recently by other improvements, has it become a household utensil. The germ of the sewing machine is the tambouring machine, a description of which may be found in the Edinburgh Encyclo- pedia, under the head of “ Chainwork.” This machine contained 54 needles, placed one inch asunder and was designed to tambour muslin J wide, one whole row being wrought at the same time. In the de tails of its construction may be found many principles which are still employed. 8316. The tambour or chain stitch is that in general use in the cheaper single thread sewing machines. The form of stitch is represented in fig. 3316; a loop of thread e, is thrust through the fabric c, and held open till the next movement of the needle forces a second loop through the cloth and through the first loop; the first loop is now drawn tightly, and the second loop held open for the third stitch, and so on. At the completion the upper surface of the work shows a single line of thread, the lower a succession of loops : about four and a half yards of thread are a fair average for one yard of this work. The great objection to this stitch is the facility with which it may be ravelled, and on this account it is often used in cloth bleaclieries and printeries, where pieces of cloth are stitched together for the purposes of under- going temporary operations. The low price of these machines has led to a large sale of them, and for many purposes they may be considered of practical value, but the purchase and use of them tend to develop the necessity of sewing machines, and the purchase of the more costly, and by far the most useful double-threaded machines. Besides the tambour machine, there are two other single-threaded machines essentially different in principle. The first is the invention of Benjamin W. Bean of New York City, patented March 4, 1843, reissued March 10, 1849. The following is the claim : “ What I claim as my invention is the combination of a straight or curved needle and two or more paired wheels for forming the doubles or corrugations of the cloth, the whole being made to operate together essentially as above specified, and in combination there- with. I claim one or more cogged wheels, applied substantially as above specified, and for the purpose of advancing the doubles of the cloth along the needles as above explained.” — This machine formed a running or basting stitch. Second, the Robinson & Roper machine ; this is essentially a hand-sewing machine, single-threaded, forming the same kind of stitches that, are made by hand, to wit : back stitches, half and quarter back, side, sail, quilting, hemming, running, etc. Two needles are employed, one above, the other below the cloth, traversing large arcs in a circular slide. The needles are somewhat like those used in the first tambouring machines. The eye opens at the side for the slipping in of the thread, which is retained in its place by a piston sliding down through the upper part of the needle. The principle of the action of the machine is as follows: a needleful of thread, say about 18 inches, is drawn off the spool in its proper position beneath the upper needle, as the upper needle passes down through the cloth it forces down a loop, which is caught in the eye of the lower needle, and by the down movement of this needle, the whole needleful is drawn through the cloth, and by the return motion of the under needle, a loop is presented at the upper surface for a similar operation on the part of the upper needle. When the needleful of thread is exhausted, another is supplied by the operator. The variety of form of stitch is effected by changes in the relative position of the upper and lower needles. A similar machine with a rotary feed, has been constructed for the working of eyelet holes; for this improvement a patent was granted to S. H. Roper, November 4, 1856. To Elias Howe, Jr., of Spencer, Mass., now of' New York City, is due the credit of inventing the first practical sewing machine. This he patented in 1846, and under licenses from him, are manufactured all the most valuable and practical sewing machines, as I. M. Singer's, Grover & Baker’s, and Wheeler The stitch invented by Mr. Howe may be properly termed a lock-stitch ; it is formed with two threads, one above and the other below the fabric sewed ; inter- locked with each other in the centre of the fabric, as in fig. 3317, c being the section of fabric sewed, e the thread above the fabric, and z the thread below the fabric ; a single line of thread extending upon each sur face of the fabric from stitch to stitch. The same thread does not appear both above and below the fabric at each alternate stitch, but that shown upon the upper surface is exclusively the thread e, and that shown upon the lower surface exclusively the thread z. It may be formed by hand with two ordinary needles as follows : Take two needles threaded in the ordinary manner, and a piece of soft cloth ; tie the long ends of the thread together, and thrust the needle A, containing the thread e, through the cloth head first, as in fig. 3318, say three-fourths of an inch ; withdraw it slightly, and a small loop of the upper thread e will be formed below the fabric. Through this loop pass the needle with the lower thread s, and with- draw the needle A, entirely from the fabric. The upper thread e, thus surrounds the lower thread z, and interlocks with it; the point of interlocking being drawn into the fabric as in fig. 3318, and the process repeated, a seam will be formed with a single line of thread visible upon each surface, and having the same appearance as that given by stitching. About two and one-half yards of thread are an average for a yard of seam with this stitch, one yard being expended upon the upper surface of the fabric, one upon the lower, and one-half of a yard in passing through the fabric. A firm knot might be tied at each stitch, but as this would involve a waste of thread and form an uneven seam, it has not been practised. In the machine invented by Mr. Howe, this stitch was formed in the following manner: one of thr SEWING MACHINES. 621 threads was carried through the cloth by means of a needle, the pointed end of which passed through the cloth. The needle had the eye to receive the thread near the point, the other end was held by a bar or arm vibrating upon a pivot. When the needle was forced through the cloth about three-fourths of an inch, a small shuttle carrying a bobbin, filled with silk or thread, was made to pass between the needle and the thread which it carried, and when the needle was drawn up, it forced the thread received from the shuttle into the body of the cloth and formed a stitch ; this being repeated, a seam was formed. The cloth to be sewed was suspended perpendicularly upon pins projecting from a baster plate, be- tween which and a pad-plate in front of it, which pressed the fabric upon the baster-plate, it passed, while the stitch was formed, the needle having a horizontal action. This baster-plate with the fabric was moved forward by a mechanical contrivance, by which also the length of stitch was regulated. The invention of the endless rotary feed, and the change of the needle from a horizontal to a vertical action, were the first improvements upon it. The baster-plate was abandoned, the fabric was laid horizontally upon a cloth-plate beneath the vertical acting needle, pressed upon the plate by a cloth presser, and moved forward by a wheel with pins or other projections upon its periphery, penetrating the fabric from beneath, by the action of which also the length of stitch was graduated. The pins penetrating the cloth were objectionable, in not allowing that free movement to the fabric which is essential in forming curved seams. A feed was desired that should not only advance the fabric, but should intermit its action, so that the fabric might be readily turned in any direction. The rough surface feed, with the yielding spring pressure invented by A. B. Wilson, admirably answers these re- quirements, and the patent has become the joint property of the three manufacturers above named. Many expedients are devised to increase the speed of shuttle machines — a machine was invented in which the shuttle had a rotary motion, and was made to travel an entire circuit at each stitch ; but the shuttle was kept in its place with difficulty ; the thread was liable to become entangled, and was untwisted at each stitch. Another machine was invented for using a shuttle pointed at both ends, to take a stitch at each movement backwards and forwards. The sewing machines of I. M. Singer are identical in their stitch with Howe’s machine. Many im- provements in construction and in the details have been the subjects of patents of either Mr. Singer himself, or have been acquired by purchase. In general arrangement the machines are strong and well made, and the seam secure. They are applied to the sewing of leather as well as that of cloth. The Gi'over & Baker Machine. Although making use of two threads to form the stitch, the seam is widely different in its appearance from that of the lock stitch ; it may be called the double-threaded tambour stitch. Fig. 3319 represents the stitch in process of formation, fig. 3320 when completed. 8319 . , 8320 . On the upper surface a single thread is shown, on the lower side three. The upper needle forms a loop as in all machines, and the seam is made by a chain stitch passing through this loop. The stitch is strong and somewhat elastic, and the machine simple, but it is the least economical of thread of all the machines ; the stitch requiring about six and a half yards of thread for each yard of seam. Like all the other sewing machines, the machine embodies several patents. The Wheeler & Wilson Machine. In 1851, Mr. A. B. Wilson patented his celebrated lock-stitch machine, which, with the co-operation of Mr. N. Wheeler, was soon introduced into successful opera- tion. The merit of Mr, Wilson’s invention consists in the rough surface feed above mentioned, and in the improved mode and mechanism by which sewing is effected. The main feature of the invention consists in a “ rotating hook,” by which the needle or upper thread upon being passed through the fabric, is enlarged and carried around a stationary bobbin containing the lower tliroad, interlocked with it, and the point of interlocking drawn into the fabric. It may be made by hand in an analogous manner. Take an ordinary needle threaded, and a small ball of thread/, say of the size of a hazelnut, as m fig. 3321, tie the ends of the thread together, leaving an inch or two of thread z , unrolled from the ball. Thrust the needle h, head first through the fabric, withdraw it slightly, seize the loop thus made by the upper thread, enlarge it, and instead of passing the ball with the lower thread through this loop, hold the ball stationary and pass the loop around it as in fig. 3321 ; then withdraw the needle entirely from the fabric, and draw up the loop, so that the point of the threads e and z interlocked will be in the centre of the fabric. The manner of making this stitch with the AVheeier & Wilson machine is represented by the following diagrams. 622 SEWING MACHINES. E in fig. 3322 is the rotating hook referred to ; it is formed by cutting away a portion of the peri- phery of the circular concave disk, upon the end of the arbor C. Y, is the concavity of the disk; a, the point of the hook cut clear to the point d ; and d is a small groove diagonal across the periphery of the hook to the point b, where the edge is beveled off ; h is the needle with the eye near the point, that has been thrust through the fabric, with the thread c, the loop of which has just been entered by the point of the hook a. The lower thread is contained in a double convex metallic bobbin, to lie in the concavity Y of the hook E, and held in its position by a concave ring (not represented) between which 3328. and the concave surface of the disk it lies. No axis passes through it, so that a loop of thread can pass around it as around the small ball of thread in the last diagram. By the revolution of the hook after entering the loop of the upper thread, this loop is enlarged and carried forward. Fig. 3323 re- presents the hook as having made about one-third of a revolution, and the lower thread z extending from the lower surface of the fabric to the bobbin in the concavity of the hook containing it. The upper thread e, extends through the fabric from a previous stitch, down into the concavity of the disk, behind the bobbin, around the hook at the point d, thence diagonally along the groove and to the eye of the needle h. Fig. 3324 represents the hook as having made about half a revolution, with the bobbin F in its proper position. The upper thread c has been drawn further behind the bobbin, thence around the hook at d, and diagonally across the periphery of the hook in the groove by b to h the needle. As the hook further revolves to the position in fig. 3325, both lines of the loop e are upon the same side of the hook. The line of thread that extended in fig. 3324 along the groove of the hook from d to b, has slipped off at the termination of this groove, and fallen in front of the bobbin F, so that the loop extends behind the bobbin; around the point of the hook a, and across theTront jf the bobbin to the needle h, thus surrounding the bobbin and inclosing the lower thread z. The hook revolving further, the loop e slips off from the point of the hook, and being drawn up, interlocks with the lowei thread z in the fabric, and forms a stitch similar to those represented in the several figures above. The following is a description of the accompanying plates. To illustrate more clearly the method of making the Howe stitch by the 'Wheeler & Wilton Machine, we have exhibited the rotating hook E and the bobbin F, carrying the lower thread detached from the machine. In the subsequent figures the same parts are represented in their proper places combined with the other parts of the machine, and which are respectively numbered as follows: 1, 1, the Bed Plate supporting 2, 2, the front standards, and 3, 3, the back standards. 4 is the Arbor with its bearings in the front standards, and upon which are, 5 the Rotating Hook, 6 the Feed Cam, 7 the Band Pulley, 8 the Eccentric Ring, and 9 the Spooling Spindle, bloving in grooves in the front standards is 10 the Feed Bar ; 11, 11, Ears of the feed bar, 12 the Spiral Feed Spring, working between the left front standard and the left ear of the feed bar. 13 the Feed Tongue, slrtted in the feed bar, and furnished with 14 SEWING MACHINES. 628 Feed Points. 15 is the double convex metallic Bobbin, containing the lower thread, and held in the concavity of the rotating hook by 16, the Bobbin Ring, mounted upon 17, the Ring Bar, sliding in a groove in the bed plate, and held by 18 the Thumb Screw. 19 is the Fixed Arm, projecting from the back standard, and supporting 20, the Cloth Pressor, attaclted to the Piston in 2 1, the Piston Cylinder. 22 is the Thumb Screw of the cloth presser, 23 the Lever of the cloth presser. 24 is the Needle Rocker, pivoted upon 25, 25, the Centre Screws, 26 the Short Arm of the rocker hinged by 27 to 28 the Con- necting Rod. Upon the rocker is 29 the Needle Arm, bearing 30 the Thread Spool, 31 the Spool Brake, 32 the Brake Screw, 33, 33 the Thread Eyelets, 34 tlie Needle Yoke, 35 the Needle. 36 is the Loop Check, 37 the Spool Pin, 38 a spool of Thread, 39 a Thread Guide, 40 a Tension Pulley, 41 volute Tension Spring, 42 large Seam Gauge, 43 Gauge Screw, 44 Screw for Small Gauge, 45 the fabric sewed, 46 the Cloth Plate, 47 Table Screws. 52 Feed Slots, 53 Set Screw, 54 Feed Stop, 55 Stop Pivot, 56 Thread Guard, 57 Thread Hold, 58 small Gauge, 59 Spiral Spring of the cloth presser, 60 Needle Hole. In constructing the machine, the lower surface of the bed-plate 1 1 is planed with perfect exactness, and made the plane to which all the planes and lines of the machine are adjusted. The standards 2 2 are levelled to a plane parallel with the plane of the bed-plane, at a fixed height above it, and pierced in another parallel plane for the arbor 4, and grooved in a parallel line for the feed-bar 10. The bed- plate is grooved in the same line for the slide bar 1 7 ; the standards 3 3, are pierced parallel to the line of piercing in 2 2, for the centre screws 25 25 ; and the arbor 4, and the rocker 24, are adjusted parallel to each other and to the plane of the bed-plate 1 1. The connecting-rod 28, the short arm 26, the needle arm 29, the fixed arm 19, are adjusted at right angles to the lines of 4 and 24. The rotating hook 5, the bobbin 15 and the needle 35, move in planes vertical to the plane of the bed-plate 1 1. The rotating hook is a portion of the thread of a screw, formed upon the periphery of this circular concave disc. To the left of the notch d, is a portion of another parallel thread of the screw: the disc is cut away below the point d into its concavity, so that the thread of the screw forms the clear point of the hook a. The groove between the two threads of the screw extends diagonally across the periphery of the hook disc to the point 6, where the hook thread of the screw is entirely chamfered off and the groove disappears. The concave surfaces of the disc, and the slide ring 16, contain the bobbin 15 ; the needle 35 is curved to the arc in which the end of the needle arm vibrates. A perfectly rectangular figure is formed : the arbor 4 forms one side ; the connecting-rod 28, the second ; the rocker 24, the third ; and the needle arm 29, with the needle 35, and the rotating hook 5, the fourth. The opening is made for sewing be- tween the needle and the hook. The working parts are secured to a frame constituted by the bed-plate 1 1, and the standards there- on, 2 2 and 3 3. The slide ring 16, is adjusted by the set screw 53, to retain the bobbin 15, and allow it to turn freely in the concavity of the hook disc. The needle 35 is adjusted with its head in the needle yoke 34, to vibrate through a small hole 60, in the cloth plate 46, and so that in its rise the eye will be brought just below the point of the hook a, which revolves so close by the right side of the needle 35, that nothing can lie between them as they come opposite each other. The eccentric ring 8, through the connecting-rod 28 and the rocker 24, vibrates the needle arm so that it begins to rise just before the point of the hook a reaches the needle. The pressure of the fabric upon the thread about the needle as it begins to rise, loops the thread slightly upon the right of the needle ; this loop is caught, enlarged and carried around the bobbin as before illustrated. When the loop of thread is about to slip from the hook, as is represented on fig. 3325, it is checked for an instant until the hook has completed its full revolution and enters the next loop, in the process of enlarging which, it draws up the loop already formed. 36, the loop check employed, is a small piece of leather or an equivalent, held in contact with the periphery of the hook, so that the loop cannot pass until the chamfered part b of the hook reaches and frees it, as it does, just as the hook enters the next loop. This rotating hook is of singularly ingenious, simple, and novel construction, and is equivalent to several pieces of elaborate machinery. It performs the three operations of enlarging the loop of the upper thread, passing it around the bobbin carrying the lower thread, and tightening the preceding loop The bobbin 15 is placed in its proper position, with the thread flowing from the top towards the front of the machine, in which direction it revolves slowly. The thread is wound upon this bobbin with great facility, at the rate of one hundred yards per minute. For this purpose it is placed upon the spooling spindle 9, and the spool of thread upon the spool pin 37 ; the thread is then rewound upon the bobbin by working the treadles as in sewing. The upper thread may be used from the original spool 38, or from another spool 30 on which it has been rewound. The tension of the two threads used is a point of importance. To form the stitch per- fectly, the point of interlocking the two threads should be drawn to the centre of the fabric sewed, so that each thread may be held firmly, and the seam present the same appearance upon each side — a single line of thread extending from stitch to stitch. In this machine the tension of the lower thread is rendered sufficiently great by the friction between the surface of the bobbin 15, and the rotating hook in the cavity of which it is placed, the two revolving in opposite directions. The tension of the upper thread must be so adjusted, as to draw the lower thread into the fabric in the formation of a stitch. Were the spools of thread always uniform, and the thread uniformly wound, there would be no diffi- culty in using the thread from the original spool. But this is not the case. In fig. 3331 it is shown as fed from the original spool 38, through the thread guide 39, to the tension pulley 40, and thence through the eyelets 33, 33, to the needle 35. The tension is attained by the volute spring 41, pressing upon the wheel 40, which may be regulated at pleasure by the thumb screw at the end. In fig. 3331 the tension is attained by the break 31, upon the spool 30, and which is regulated by the thumb screw 32. The next point of importance is the Feed This is that part of the mechanism by which the fabric to be sewed is moved forward, and the length of stitch regulated. The length of stitch does not depend at all upon the speed of the machine, but upon the feed alone. 624 SEWING MACHINES 22 22 ^ rr~ n y ■ ■ ■ n 1 W Iw § p If H eh SEWING MACHINES. 625 22 3333 . Vox. II. — 40 SEWING MACHINES. B26 The feed consists of a bar 10, lying in grooves in the front standards, and directly beneath the cleft plate 46. It has a slot nearly its entire length, in which is pivoted, near the left end, a tongue 13, with its right end resting upon the right front standard, armed with two rows of small points 14. The rela- tive position of the feed bar and its appendages to the cloth plate is best seen in fig. 3327. The cloth plate is furnished with a slot 52, through which the feed points when raised project, and enter the fabric held upon the cloth plate by the cloth presser 20. The feed is worked by the cam 6, which rotates with the arbor 4. As this cam revolves, the swell of its periphery strikes the under surface of the feed tongue 15, and raises the feed points 14, through the slot 52, while the swell on the right side of tlia cam 6, presses upon the right ear 11 of the feed bar, and throws it forward. The cam further revolv- ing, brings a point of depression both on its periphery and its side next to the feed bar ear, when the points drop below the surface of the cloth plate, and the feed spring 12, throws the bar back to the left against the feed slot 54, and the next revolution of the cam throws it forward again. It will he ob- served that while the needle penetrates the cloth, the feed points are below the surface of the cloth plate, and intermit their action upon the cloth ; hence the needle constitutes a pivot upon which the fabric may he turned to sew a curved seam of any radius. The feed points rising and penetrating the cloth at each stitch, their movement forward determines the length of the stitch, which is graduated by regulating the play of the feed bar. The play of this bar is limited to the difference between the narrowest and the widest parts of the feed cam, which is about one-fourth of an inch, and may be graduated to any length within these limits by the eccentric feed slot 54, against which the heel of the feed bar is thrown by the feed spring 12. As the narrowest or widest parts respectively of this slot are turned towards the feed bar, greater or less play of it is per- mitted, and longer or shorter stitches are made. This slot is turned with great facility while the ma- chine is in motion, by pressing upon the lever with which it is furnished. The machine when used is mounted upon a neat work-table, and driven by sandal treadles and band 7. The fabric to be sewed 45, is laid upon the cloth plate 46, beneath the needle, and held by the cloth presser 20. The operator seats herself before the table, on which the machine is placed, with her feet upon the sandal treadles by which the machine is driven. The threads being adjusted, the machine is touched into motion by a gentle pressure of the feet upon the sandals. The cloth moves forward from left to right, and the sewing is accomplished in the manner above described. Two and one-half }ards of thread is the average required for a yard of sewing. There is no limit to the number of stitches that may be made in any given time. The driving wheel is graduated ordinarily so as to make five stitches at each tread, so that from six hundred to one thousand stitches per minute are readily made. The bearings and friction surfaces are so slight, that the propelling power required is merely nominal. The rotary hook, feed, bobbin, and other parts at all subject to wear, are made of finely tempered steel • the other parts of the machine are tastefully ornamented, or heavily silver plated. Various appliances are furnished for regulating the widths of hems, etc., as 42 and 53. The seam guide 42 is attached to the fixed arm 19, by the thumb screw 43, and extends down over the cloth plate with various projections for guiding the work. It is slotted and jointed so as to be adjusted in various positions. A smaller gauge 58 is commonly used, but not in conjunction with 42. It is fastened to the cloth plate by the thumb screw 42. Another appendage is the hemmer 48 ; it is used in place of the cloth presser 20, and is in fact a cloth presser, so convoluted, that as the edge of the cloth passes through it is turned down as in ordinary hemming and beautifully stitched. All numbers of thread are used, and needles of various sizes are fur- nished suited to the several threads. Thousands are used by seamstresses, dressmakers, tailors, manufacturers of skirts, cloaks, mantillas, clothing, hats, caps, corsets, ladies’ gaiters, umbrellas, parasols, silk and linen goods with complete suc- cess ; sometimes from one hundred to two hundred are used in a single manufactory. The amout of sewing that an operator may accomplish depends much upon the kind of sewing and her experience ; one thousand stitches per minute are readily made, which would form more than a yard of seam with stitches of medium length. Fifty dozens of shirt collars, or six dozens of shirt bosoms are a day’s work. Upon straight seams an operator with one machine will perform the work of twenty by hand ; on an average one probably performs the work of ten seamstresses. The Wheeler & Wilson machine is applicable to every variety of sewing for family wear ; from the lightest muslins to the heaviest cloths, it works equally well upon silk, linen, woolen and cotton goods, seaming, quilting, hemming, gathering and felling, performing every species of sewing except making button-holes, stitching on buttons, and the like. Its mechanism is the fruit of the highest inventive genius, combined with practical talent of the first order. Its principles have been elaborated with great care, and it involves all the essentials required in a family sewing machine. It is simple and thorough in construction, elegant in model and finish, facile in management, easy, rapid, and quiet in operation, and reflects additional credit upon American mechanical skill. SHEARS ROTARY, Ruggles’ Patent. This machine is made of sizes adapted to cut sheet metal of all numbers. One straight and one circular cutter are employed, the latter being revolved and moved slowly along the edge of the former. The cutting edges do not lap by each other except iu cases of very thin metal, but are at a vertical distance of about half the thickness of the metal to be cut. SHEARS ROTARY. Fig. 3320 Js a representation of Bulkley & Norton’s patent improved rotary shears. The shears, when used, stand in the position of the figure, and revolve upon the perpendicular axis or standard. The material to be cut is placed between the clamps, put up to the cutters and the gauge, and held there by the screw, and is cut by one revolution of the machine. The cutters revolve and are placed upon a movable half bows, which is easily set to any required size. A boy can use them, and his work will be cut perfect, while there is great saving of labor and stock, as it leaves the work and pieces perfectly smooth. They will cut any wire varying but a hair’s breadth from 21 to 22 inches in diameter. The above shears have been in constant use in various SHINGLER, BURDEN’S PATENT. 627 heavy manufacturing establishments more than five years, and the many high testimonials of theil value which we have seen are fully corroborative of their excellence. When tin is required to be cut in a circular form these shears must be exceedingly useful ; indeed it is said that an entire box of tin can be cut perfectly uniform in twenty :r thirty minutes by this improvement. Orders for these shears are addressed to the patentees and proprietors, Messrs. Bulkley & Norton, Berlin, Conn. O nr 3326. SHINGLER, BURDEN’S PATENT. This machine, which is represented in Figs. 3327, 3328, and 3329, is the invention of Henry Burden, Esq., of the Troy Iron Works, New Tork. Fig. 3327 is a cross-section through B F E. Fig. 332S is a vertical section through B F E. Fig. 8329 is a perspective view ABODE are five pillars fixed to the sole-piece 1 1 1 1, which support the strong eccentric eas iog H H H H, and the top journal of the shaft F. G G is a cylinder keyed on the shaft F, and driven 628 SHINGLER, BURDEN'S PATENT. SHOT, SMITH’S PATENT. 629 in the direction of tlie arrow by the pinion I. K K is a heavy ring or thimble which is allowed to rise and fall up and down the shaft F ; its weight upsets the upper end of the bloom. The dotted line at L represents a large hook, to deliver the bloom when finished. The dotted line at M represents a scraper to clean away any slag that may remain on the flange of the cylinder. D is the rough bloom entering, and E is it just leaving in its finished state. F FFF are flanges to strengthen the, eccentric casing. The bloom being thrown in at the wide end is laid hold of by the cylinder, and by its action pressed against the outside casing, and revolving on its own axis, is taken through the machine, being thus gradually brought to its finished state, and at the same time deprived of its scoria. The under end of the bloom is upset by the action of the flange of the cylinder, and the upper end by that of the lifting-ring K K, in the most perfect manner. Tlie advantages are : — 1. The entire saving of shingler’s wages, no attendance being necessary. 2. Very considerable saving in first cost. 3. Great, or rather, almost entire saving of repairs. 4. Con- siderable saving in power. 5. The immense saving, in time, from the quantity of work done, one ma- chine being capable of working to sixty puddling furnaces. 6. Saving of waste, nothing but the slag being thrown otf. 7. The staffs are also saved. 8. It will be readily seen, from the shortness of the time required to finish a bloom, (six or seven seconds,) that tlie scoria can have no time to set, and is thus got rid of much better than when allowed to congeal. 9. The blooms from this machine being discharged so perfectly hot, they roll much better, and thus, besides being much easier on the rollers, the bars produced are much sounder and better finished. By the use of this machine, common iron, of an excellent quality, can be finished off at the first heat, viz., that of the puddling furnace. SHINGLE MACHINE — JOHNSON'S. Fig. 3331 represents a machine invented by Mr. J. G. Johnson, of Augusta, Maine. The machinery is adjusted to a frame of 10 feet in length by 3 feet 10 inches in width. On this is placed a movable carriage E E, which runs on trucks attached to the carriage F F. B is the block or bolt of wood to be sawed, and is held in its place by dogs. C is a piece of wood fastened on the end of the frame, the object of which is to cause the lever D to turn the set-shaft one quarter round every time the carriage returns back ; this lever is raised by a piece of wood fastened to the main frame. To this lever is also fastened a hook, which hooks on to the set-shaft. G G are handles attached to a rod which has a cam on it. By turning the handles up, the rack is raised out of geer and stops the carriage while the operator supplies another bolt or block of wood. The set-shaft has a dog on each end, placed at right angles so as not to set but one of the blocks at a time. Those dogs move two gages that are secured to the headstock which holds tlie block or bolt of wood. The carriage is fed by a decreased motion received from the saw-shaft. SHOT. The usual method of making lead shot, is by letting melted lead, with a small alloy of ar- senic, fall through the air from a considerable elevation, and thus the leaden rain becomes cold, and solidified into leaden hail or shot. To carry out this process, high shot towers are erected ; at the top the lead is melted and poured into colanders with different sized holes according to the size of the shot required. That the shot may not be bruised in falling upon one another, they are received into a ves- sel of water at the bottom. To separate the imperfect shot, a slab of polished iron is tilted at a certain angle, and the shot are strewed along the upper part of, the ipclined plane thus formed. The perfect shot proceed rapidly in straight lines and fall into a bin placed to receive them, about a foot distant from the bottom of the slab, whilst the misshapen shot on the contrary, travel with a slower zig-zag motion and fall without any bound into a bin immediately at the foot of the incline. To obviate the necessity and expense of high towers,, an expedient is in use for causing the fused metal to fall through an ascending current of air. This method, of which the following is a description, has been secured to David Smith by patent. Fig. 3332 is a vertical sectional elevation of a sheet-metal cylinder, set up as a tower within a build- ing, and may be of about twenty inches internal diameter to eaph fifty feet of height, or nearly in such proportions for other heights. Fig. 3333 is a plan at the line A B of Fig. 3332 ; Fig. 3334 is a plan at .he line C D of Fig. 3332 ; Fig. 3335 is a plan at the line E F of Fig. 3332 ; and Fig. 3336 is a plan at 630 SHOT, SMITH’S PATENT. the line G H of Fig. 3332. The similar letters used as marks of reference apply to the like parts in all the figures. 3333. 3334. In these, I is a -water-cistern beneath the tower. A is a pipe from any competent blowing apparatus, leading into a hollow annular ring-chamber b, the bottom of which is to be supported in any proper manner above the cistern I ; the inner face forms a portion of the passage for the descending shot ; the upper face c is fitted with holes, as shown in plan Fig. 3334, to pass and dispense the entering and as- cending air ; and the outer side of the ring b forms the base of a truncated cone that sustains a metal cylindrical tower dd , which at ee spreads to pass the ascending blast through a frame //; this is shown in plan Fig. 3335, and in Fig. 3332 is shown as sustaining a cylindrical standard g, the upper central portion of which receives the pouring-pan /t : this is made changeable for each separate size of shot, to be made by larger or smaller holes through the bottoms of the successive pans, as usual ; and round the pouring-pan h is a circular waste-trough i ; round these parts the tower dd finishes also a trumpet- mould K K. The intent and effect of this arrangement is, that the fluid metal running through the pouring-pan h into the ascending current of air, in a tower fifty feet high, when the air is passing up with twice the velocity of the descending metal, will be operated on to the same, or to a greater extent, by the air, as when it falls through the stagnant air in a costly tower of one hundred and fifty feet or more high ; and in the like proportions with the greater or less velocities of the ascending current of air. The particles of metal fall through the open centre of the ring b into the water in the cistern I, where, for convenience, a shoot l carries the particles of metal into a tub m, which may be placed empty, and removed when full through a scuttle n in the cover of the cistern. The patentee does not intend to confine himself to the proportions of the parts as here described, nor does he intend confining himself to the parallel cylindrical form of the tower dd, kk, as this may be made more or less conical ; and the other parts may be varied in any way that is substantially tha same, in the means employed to produce the like and intended effects. SHUTTLES. See Loom. SILEX. The earth of flints. The characteristic ingredient of a great variety of minerals, as quartz, chalcedony, flint, etc. ; the predominating material in granite, many varieties of sand stone and quartz rock. Its chief importance in practical arts is in the manufacture of Glass. SILVER. See Metallurgy. SINKING. In mining, digging downwards. In rising and sinking a shaft one set of men sink from an upper level while auother set rises from a lower level and meet them. SLATE. An argillaceous stone, readily split, and employed to cover the roofs of buildings. Most of the slate at present used in this country is Welsh, but within a few years it has been extensively quar- ried in Vermont. Slate has heretofore been all cut out in quarries by hand labor. The workmen with picks cut grooves in the rock to the depth required, and then the slate comes off in thin layers the size of the space be- tween the cut grooves, forming rectangular slabs. To supersede this slow method of quarrying slate. H. J. Bremner, of Nazareth, Pa., has invented a machine, in which cutters are operated so as to feed forward and cut out a groove in one direction, the desired length, and then it (the machine) is turned, and the cutters made to cut a transverse groove, and thus proceed until the rock is so grooved that the space between the side and two end grooves or cut channels, forms a slab of the size desired for the slate ; the slate is then forced out, and splits easily into as many separate slabs as there have been hori- zontal layers from the surface to the depth the cutters have penetrated. Machine far Cutting and Trimming Slate. A machine for cutting and trimming slate has been invented and patented by Asa Keyes, of Brattleboro’, Vermont. The nature of the invention consists in apply- ing a rapid succession of stone hammer blows, each of which beats off a minute piece of the slate, while it (the slate) is carried along by a carriage on ways. The wheel which carries the hammers or cutters is heavy, and this weight of the wheel not only furnishes the momentum of the individual blows of each hammer, hut supplies the purpose of a fly-wheel to the machine. The hammers are held into mortises cast in the wheel, by bolts and nuts. SLEEPERS. Pieces of timber laid on the ground, taking a bearing their whole length; the term ? applied to the cross ties on a railroad. SLIDE-REST. See Tools. SLIDE VALVE. See Engines, and Lap and Lead of Slide Valves. SLIDING RULE. A rule constructed with logarithmic lines, formed upon a slip of wood, ivory or brass, inserted in a groove in another rule, so that by means of another scale upon the rule itself tha »ontents of a surface or solid may be known. G32 SLOTTING MACHINE. 3337. SLOTTING MACHINE, Self-acting, by Caird Co., Greenock. The following figures represent a machine adapted for slotting or paring work of moderate size, and for cutting the key-grooves or seats of wheels not exceeding five feet in diameter. It is at once elegant in design, simple in construction, and capable of adaptation to a great variety of circumstances. Fig. 3331 is a front, and Fig. 3339 a side elevation of the machine, showing the general arrangement of the working parts. Fig. 3338 is a general plan, and Fig. 3340 a transverse section of the work-table and part of the framing on which it rests. The framing consists of a strong fluted column A, ivith two brackets of proportionate strength for carry- ing the working geer and slotting-bar, and a sole- frame for supporting the work-table and its append- ages, and having a strong bottom plate by which the machine can be bolted to a stone foundation. The whole of this framing consists of a single casting, and therefore may be presumed to possess all the strength and rigidity which can possibly be obtained with the form adopted and the weight of metal employed; two conditions of the utmost importance in machines of this kind, in which the strain varies suddenly from the mere weight of the slotting-bar to the maximum pressure necessary to effect the cut. The projecting palms of the brackets are faced and formed with dovetail edges, between which the slot- ting-bar B slides in its up and down motion. Two of these dovetail pieces are attached, by screws, and can be adjusted by set-pins, as they are worn by the sliding action of the bar. On the lower extremity of this bar the slotting-tool is attached by two glands and set-screws, in the usual way ; and, at some dis- tance from jts upper end, it has an adjustable stud fitted into it, to which the upper end of the connecting- rod 0 is jointed. The mode of fixing and adjusting the stud is clearly shown in the front elevation of the machine. From this view it will be observed that the bar has a long slot, occupying about a third of its length at the upper end, between the parallel cheeks of which the rectangular body-part of the stud is accurately fitted. This part of the stud is formed with shoulders which bear against the inside of the bar, and has a strong screwed pin projecting from it3 exterior surface, on wliich a large pinching-nut is passed. This nut being screwed tight against the face of the bar, the stud is effectually secured from shifting its position in the slot, by the friction induced between the bar and the shoulders of the stud on the inside, and the nut on the outside. The rectangular body of the stud is traversed by a long square-threaded screw, which occupies the whole length of the slot in the bar, and which can be worked by the small hand-wheel P, fixed on its upper end. This screw is so fitted into the machine as to have no end-long motion independent of the bar; but when turned by means of the wheel P, on its upper extrem- ity, it will cause the stud to assume any required posi- tion in the slot. But it is easy to perceive that by changing the position of the stud in the slot, the height of the slotting-bar will be correspondingly changed in relation to the work-table of the machine. In effect the stud may be considered as a fixed point by which the bar is suspended, and consequently by turning the hand-wheel of the screw in one direction or other, the bar will be correspondingly elevated or depressed, and the tool thereby set at any height above the table that may be necessary for the kind of work ULder operation. And when it is so adjusted, the stud is made fast in its place by tightening the pinchiug- n it on the screwed tail projecting in front of the bar, as above described. The lower end of the connecting-rod O is flexibly attached by a stud-bolt to the disk or crank-wheel N, which has a radial dovetail groove a formed in its plane face to receive the correspondingly formed head of the bolt. This bolt or stud is embraced by a strong ferule of slightly greater length than the eye of the connecting-rod, which fits upon it freely ; and being in its place, a large nut is passed upon the projecting end of the bolt, which fixes the ferule between it and the edges of the groove in the face 3340. SLOTTING MACHINE. 633 of the wheel, and thereby effectually secures the stud in the required position, while the connecting-rou is left free to revolve on the ferule, in consequence of the latter being slightly greater in length than the eye of the rod. The position of the stud in relation to the centre of the crank-wheel obviously de termines the length of the stroke of the slotting-bar. Thus, the wheel admits of the stud being fixea at seven and a half inches from the centre as a maximum, and therefore the utmost throw will be tjf teen inches. formed in halves, to admit of their being adjusted, as they wear, by cotters acting against the under 034 SLOTTING MACHINE. brasses, as shown in the side elevation of the machine. On the opposite end of the crank-wheel shaf 1 is keyed the spur-wheel G, which geers with the pinion H on the driving-shaft. The cone-pulley K receives motion by a strap from the main shaft, and is susceptible of three modifications of speed, to suit the kind of work under operation, the fly-wheel I rendering the motion uniform, and obviating the jerks and variations to which it would otherwise be liable. This shaft lias one of its bearings in the columnar frame of the machine, while the other is independently supported by a pillow resting on the solo of a wall recess. The sliding-table D is movable on the upper surface of the bed-plate E, in a direction parallel to tne sole-frame of the machine ; and the circular table C is capable of sliding horizontally on this last, in a direction at right angles to the direction of motion of the table D. From the sectional view, Fig. 8340, it will be observed that the table 0 is provided with a rectangular sole-plate, to which it is attached by a central stud and socket, in such a manner as to be capable of working freely on the stud as on an axis. By this arrangement two motions of the upper table are obtained, one rectilineal and the other circular. The rectilineal motion is obtained from the sole-plate, on which are bevelled ledges, adjusted to slide in corresponding faces formed on the table D, as shown in Fig. 3388 ; and the circular motion is obtained by causing the upper plate to revolve on its centre. The first of these motions is commu- nicated by means of a screw e , which passes through a longitudinal recess, formed for its reception in the table D, and works into a nut attached to the sole-plate of ihe upper table. To obtain the circular motion, the table C is formed with a worm-wheel on its circumference, into which the worm on the spindle S geers ; and as this spindle is attached by its bearings to the rectangular sole-plate, whici cannot revolve in consequence of its attachment to the table D, it is obvious that by turning the crank handle on the worm-spindle, the plate C will be made to revolve on its central stud. The table D can also be worked by hand, by placing a crank-handle on the square end of the screw h, the self-acting mechanism to be described presently being out of geer. This screw has its bearings in the bed plate E, and works in a nut attached to the under side of the table. It may also be observed that one of the dovetail or bevelled ledges of each of the sliding-tables is adjustable by set-screws when reduced by wearing, as shown in the section of the table D. A self-acting motion may be given to the under table by means of an arrangement of parts shown in the side elevation of the machine. These consist of the ratchet-wheel L, which is keyed upon the end of a spindle connected by a universal joint at M, with the screw h ; and a pawl l, attached to the end of the lever m , on the same axis and formed of a piece with the lever n. In one arm of the wheel G is fixed a stud o, carrying a small friction pulley, and adjustable, like the stud in the crank-wheel, to any required distance from the centre. This stud, as the wheel revolves, comes in contact with the lever n, which, being loose on its axis, yields to the pressure, and through the lower arm m , and pawl l, trans- mits its motion to the ratchet-wheel, and through this again to the screw h. The pawl l can be applied to either side of the ratchet-wheel, so that the table may be made to travel upon the bed E, in either direction, and as the throw of the lever n can be regulated by the position of the stud o, the amount of the feed motion may thus be adjusted to the kind of work. The object of the universal joint at M is to permit the table to be set at a small angle with the horizontal plane, when necessary, as in cutting the key-seats of wheels. This is effected by raising the inner end of the table by means of the screwed link b, jointed to the bed-plate E, as shown in Fig. 3340, and acted upon by the set-nuts marked 2, 2, shown in the side elevation of the machine. The bed-plate of the table, when in this position, is sup- ported by two palms fitted to a cylindrical piece formed on the front of the main sole ; and is prevented from moving laterally by the set-screws g g. The circular motion of the table 0 may be communicated by the handle on the end of the worm- spindle S ; but, to render it self-acting, a double ratchet-wheel is substituted for the handle, and is worked by pawls attached to a rocking-lever, which communicates by a series of small rods with the lever in. The transverse motion of the upper table can also be given by the handle on the end of the screw e ; but a ratchet may also be substituted for this handle, and worked by a pawl connected with the levers employed to transmit the circular motion of the table. Thus each and all of the three mo- tions of the table may be rendered self-acting, and the work thereby carried on independently of that constant attention which would otherwise be requisite on the part of the workman. It is seldom, how- ever, that more than one of the self-acting motions is required to be in action at a time, the other mo- tions being adjusted by hand. Literal References. A, the frame of the machine. B, the slotting-bar. a, dovetail groove in the crank-wheel N. 0, the circular table upon which the work is fixed. D, the under slide of the table. E, the bed-plate of this slide. b, a fink with adjusting nuts for setting the work- table at an angle. e, guide-screw of the upper table, o g, set-screws for preventing lateral motion of the table. h, guide screws of the lower table. G, spur-wheel on the crank-wheel shaft, geering with H, a pinion on the driving-shaft. 1, fly-wheel on the driving-shaft. ' K, cone-pulley for driving the machine. j L, a ratchet-wheel by which motion is transmitted to the slide-screw h. l, a pawl for working the wheel L. m, lower arm of the lever to which the pawl is at- tached. n, upper arm of the same lever receiving motion from the stud o. | M, a universal joint by which the spindle of the ratchet-wheel L is connected to the screw h. N, the crank-wheel on the main shaft. O, the connecting-rod to the slotting-bar. i P, hand-wheel on the screw for adjusting the stroke of the machine. j S, the spindle of the worm geering w.tb the worm- 1 wheel on the table 0 SMUT MACHINE. 635 SLUICE-COCKS, Waller’s Patent. This invention consists in applying movable bushes or facings to sluice-cocks, and in constructing the bushes in such a manner that they shall be harder, and fit more truly, and may be more readily applied and replaced when worn ; it further consists in a mode of render- ing the working surfaces of sluice-cocks, which are made without movable bushes, more hard and durable Fig. 3341 is a vertical section of the improved sluice-cock ; Fig. 3342 also represents a vertical sec tion, taken on the line AB of Fig. 3341 ; and Fig. 3343 is a horizontal section taken on the line CD oi Figs. 3341 and 3342. a is the body of the cock, and b b are portions of two pipes which enter the sockets of the cock, and are retained therein water-tight by the application of melted lead, in the usual manner. The body of the cock is bored out, and the backs of the bushes cc are turned in a lathe, so as to fit the recesses thus formed. The bushes are made, by preference, of cast-iron, (although other metal may be used ;) the working surfaces are chilled in the act of casting, and art ground or “ faced lip” with emery in a lathe. The bushes are coated on their backs with marine glue. or similar material, previous to introducing them into the co< 't ; and after the bushes have been intro- duced into the cock, they are moved back in the recesses before mentioned, into a proper working posi- tion by forcing down the plug d into its place. The patentee does not confine himself to the shape oi the recesses formed in the body of the cock, as that may be varied, e is a screw for raising and lower- ing the plug; / is a screw-nut, fitted into a recess at the top of the plug; 1 great benefit to our country, as it destroys at once the rough, slavish work of cooperage, and lets the cooper occupy his hands with the most light and easy parts of his trade. STAVE-JOINTING- MACHINE. Fig. 3363 is an engraving of a stave jointer, the invention of Mr. H. Law, of Wilmington, North Carolina, who has taken measures to secure a patent for the same. Its utility, nature, and mode of operation will be fully understood by the following description : AAA, frame. B, lever, which moves the frame L L, together with the saw and roller D, which are all attached to frame L L. C, lever, by means of which lever B is moved. D D, concave rollers under which the stave passes. E E E E, standards to support D D. F F, circular saws, standing in a raking position, verging in opposite directions, so as to give the proper bevel to the edges of the stave. GG G G, raised pieces over which the stave passes, which raised pieces together with the concave rollers D D form throats or slots just the thickness of the stave, and through which the stave is made to pass H, a guide-piece to conduct the stave to the second saw. I, a light spring to press the stave against the guide-piece H. J, the end of the feed-chain which connects with the dresser. K K, dogs or hooks, at- tached to the endless chain and traversing in the curved slot S S S to carry forward the stave — the chain is underneath, and does not appear in the engraving except at J. L L, movable frame that supports the saw, and that is attached to and acted upon by lever B to adjust the saw to the width of the stave. M, journal-box. P P, pulleys to drive the circular saw. 0, pawls, or hold-fasts, to lever C. N N, weight ani rope that move lever B. Q Q, index beds. R, curved piece attached to lever B dotted curved line ranging with the saw, and governing the feed of stave on that side. Operation .— The stave is deposited by the machine on the floor of the jointer, and is placed by hand With the back of the stave up, with one edge on the dotted lines, being the proper position for that edge STEAM. 655 ro be jointed by the first saw, and with a single glance of the eye on the index lines on the near side the tender can see what width the stave will bear; if it is described, for instance, by the first line, the lever 0 is immediately placed on the corresponding first line, and held fast by pulley O, or if the stave is of some other width it is readily seen, and the lever C placed in the proper position ; but it is not conve- nient that the saw should take that position immediately, therefore lever B is still held fast in its former position by ratchets underneath and attached to circular piece It, which circular piece is attached to and traverses with lever B. There is a ketch attached to the frame of the machine, which is pressed into r-he ratchets and holds fast lever B. This hold-fast is tripped by one of the dogs passing through a throat under the floor at the proper time, when the weight N immediately shifts lever B to lever C, and places the saw in its proper position. The dog that carries the stave forward traverses in a curved line corresponding to the bilge or taper of the stave, giving to the stave its taper, and both saws standing in a raking position corresponding to the bevel of the stave, gives to the stave its proper bevel, the stave passing between the raised pieces GGGG and the concave roller 1) D, which together form a slot just the thickness of a stave, must of necessity bring every crook or twist fair to the saw, jointing to corre- spond with the crooks and twists, and making a more perfectly shaped stave than can possibly be done bv the hand. The staves are pressed by springs (which do not appear in the engraving) up against the rollers D D, and as the rollers are more concave than the stave is convex, one edge of a narrow stave is forced into this concavity and presents an edge less bevelling to the saw than a wide stave does, so that without any alteration of machinery the bevel is made to correspond to the width of the stave ; to accomplish this with the second saw the concave roller, together with the near standard E and raised piece Gr, is attached to the frame and shifts with the saw. STEAM. The elastic fluid into which water is converted by the continued application of heat. All liquids whatever, when exposed to a sufficiently high temperature, are converted into vapor. The mechanical properties of vapor are similar to those of gases in general. The property which is most important to be considered, in the case of steam, is the elastic pressure. When a vapor or gas is contained in a close vessel, the inner surface of the vessel will sustain a pressure arising from the elas- ticity of the fluid. This pressure is produced by the mutual repulsion of the particles, which gives them a tendency to fly asunder, and causes the mass of the fluid to exert a force tending to burst any vessel within which it is confined. This pressure is uniformly diffused over every part of the surface of the ves- sel in which such a fluid is contained : it is to this quality that all the mechanical power of steam is due. To render the chief properties of steam intelligible, it will only be necessary to explain the phenomena which attend the conversion of water into vapor by the continued application of heat, under the various circumstances of external pressure which present themselves in the processes of nature and art. Let A B, Fig. 3364, be a tube or cylinder, the magnitude of whose base is a square inch, and let a piston move steam-tight in it ; let it be imagined that under this piston, in the bottom of the cylinder, there is an inch depth of water, which will therefore be in quantity a cubic inch ; let the piston be counterbalanced by a weight W acting over a pulley, which shall be sufficient to counterpoise the weight of the piston and its friction in the cylinder ; and let the weight W be so arranged that from time to time its amount may be diminished to any required extent. Under the circumstances here supposed, the piston being in contact with the water, and all air being excluded from beneath it, it will be pressed down by the weight of the atmosphere, which we shall assume to be 14f lbs. Let it be also sup- posed that a thermometer is placed in the water under the piston, and that the tube A B is transparent, so that the indications of the thermometer may be observed. The temper- ature of the water under the piston being reduced to that of melting ice, which is 32° of the common thermometer, let the flame of a lamp be applied under the tube, and let the time of its application be noted. If the thermometer be now observed, it will be seen slowly and grad- ually to indicate an increasing temperature of the water, the piston maintaining its position in contact with the water unchanged. This augmentation of the temperature will continue until the thermometer indicates the temperature of 212°. Let the time be then noted. It will be found that after that epoch, the water will cease to increase in temperature, notwithstanding the continued application of the lamp, the thermometer not rising above 212°. But another effect will begin to be manifested; the piston will be observed gradually to rise, leaving a space apparently vacant between it and the water. The depth of the water will, however, be at the same time gradually diminished, and the diminution of its depth will be found to bear constantly the same proportion to the ascent of the piston. This propor- tion will render the circumstances here supposed to be that of 1 100 to 1. If the application of the lamp be continued, and the tube have sufficient length, the water will, after the lapse of a certain time, altogether disappear from the bottom of the tube ; and when that occurs, the piston will have risen to the height of 1700 inches, being 1700 times the original depth of the water. The tube will now, to all appearance, be empty ; but if the apparatus were weighed, it would be found to have the same weight as at the commencement of the experiment. The water, therefore, must Btill be contained in the tube, though it has assumed an invisible form. To demonstrate its presence, let the lamp be removed ; immediately the piston will begin to descend, and the inner surface of the tube will be covered with a dew, which speedily increasing, will fall to the bottom in drops of water. The pis- ton meanwhile will continue to move downwards, sweeping before it the water from the sides of the tube ; and at length will recover its first position, having under it, as at the beginning, a cubic inch of water. In the above process, the elevation of the piston is produced by tbe elastic force of the steam, into which the water was gradually converted by the lamp. The space between the piston and the water during its ascent, though apparently empty, was filled with steam; which, like air and most other gases, is a colorless and invisible fluid. The proportion of the elevation of the piston to the diminution of depth of the water being 1700 to 1, proves that the water in passing into steam increases its volume in that proportion. When the water altogether disappeared, the height of the piston from the bottom of the tube was 1700 inches; and as the tube under the piston was then filled with the steam into 3364. 656 STEAM. which the water had been converted, it is apparent that the cubic inch of water, in this case, was con- verted into 1700 inches of steam. The pressure of the atmosphere above the piston was, in this case, overcome by the elastic force o.f the steam, and the piston, bearing that pressure upon it, was raised to a height of 1700 inches. In the evaporation, therefore, of this cubic inch of water, a mechanical force has been evolved equivalent tc 14J lbs. raised to the height of 1700 inches. From the moment at which the water began to be converted into steam the thermometer, having then attained 212°, ceased to rise. Nevertheless, the application of the lamp was continued, and there- fore the same quantity of heat per minute was still supplied to the water. Since the water did not increase in temperature, it may be asked what became of this continued supply of heat received from the lamp ? It may be said that it was imparted to the steam into which the water was converted ; but if the thermometer were raised out of the water, and held in the steam between the water and the pis- ton, it would still indicate the same temperature of 212°. We thus arrive at the extraordinary and unexpected fact, that notwithstanding a large supply of heat imparted to water during its evaporation, that heat is sensible neither in the water itself nor in the vapor into which the water is converted. The quantity of heat which is thus absorbed in converting water into steam is easily determined, the interval of time being noted which elapsed between the first application of the lamp and the moment at which the thermometer ceased to rise. Let us suppose that interval to be an hour ; the interval be- ing also noted between the moment the thermometer ceases to rise and the process of evaporation begins, and the moment at which the last particle of water disappears from the bottom of the tube and the evaporation is completed, it will be found that this interval is 54 hours ; and in general, whatever may be the length of time necessary to raise the temperature of the water from 32° to 212°, 5| times that interval will be necessary for the same source of heat to evaporate the same quantity of water. It follows, therefore, that to evaporate water under a pressure of 14f pounds per square inch requires 5J times as much heat as is necessary and sufficient to raise the same water from 32° to 212°. Since the difference between 212° and 32° is 180°, and since 5-J- times 180° is 990°, it follows that to convert the water into steam after it has attained the temperature of 212°, as much heat must be supplied to it as would be sufficient, if it were not evaporated, to raise it 990° higher. The heat thus absorbed in evaporation, and not sensible to the thermometer, is said to be latent in the steam ; and the phenomena which have been just described form the foundation of the whole theory of latent heat. That this large quantity of heat is actually contained in the steam, though not sensible to the thermo- meter, admits of easy demonstration, by showing that it may be reproduced by converting the steam into water. If a cubic inch of water, in the form of steam at the temperature of 212°, be introduced into the same vessel with 5J cubic inches of water at the temperature of 32°, the steam will be imme- diately converted info water; the temperature of the inches of ice-cold water will be raised to 212°, and there will be found in the vessel 6^- cubic inches of water at 212°. Thus, while the steam, in re- assuming the liquid form, has lost none of its temperature, it has nevertheless given up as much heat as has raised 5^- cubic inches of water from 32° to 212°. It is therefore demonstrated that this quan- tity of heat was actually in the steam ; and that it was its presence there in the latent state, by some agency not yet explained, that conferred upon the water in the vaporous form the property of elasticity. We have here supposed that the pressure under which the water in the tube was evaporated was the mean pressure of the atmosphere, or 14 j lbs. per square inch. Let us now suppose that the piston resting on the water is loaded with a force of 14f lbs., besides the pressure of the atmosphere, which may be done by taking 14 J lbs. from the counterpoise W. If the same process be followed as before, it will now be found that the thermometer will not cease to rise when it has attained 212° ; nor will the piston then begin to ascend. The thermometer will, on the other hand, continue to rise until it has attained 250°. It will then, as in the former case, cease to rise ; the piston will ascend, and the water will begin to be converted into steam ; the proportion, however, between the ascent of the piston and the diminished depth of the water, or, in other words, between the volume of steam produced and the volume of water producing it, instead of being 1700 to 1, will now be about 930 to 1, being little more than half the former proportion. The force against which the elasticity of the steam, in the present case, acts, is 294 lbs. ; and this force is raised about 930 inches by the evaporation of a cubic inch of water. In the former case, a force of 14J lbs., being half the present force, was raised to 1700 inches by the evaporation of the same quantity of water. If the double force, instead of being raised 930 inches, had been raised only 850 inches, or half the first elevation, then the mechanical effect evolved would in both cases be precisely the same, the double resistance being raised through only half the space ; but the actual height through which the double resistance is raised being 930 inches instead of 850, a greater mechanical effect is produced in the one case than in the other, in the proportion of 930 to 850, being an advantage on the part of the steam of greater pressure of about 8 per cent. If the pressure under which the evaporation is produced were further varied, it would be found that with every increase of pressure the temperature at which the evaporation would commence would be augmented, and that with every diminution of pressure that temperature would be diminished. It would be also found that the volume of steam produced by a cubic inch of water would be less with every increase of pressure under which the evaporation is made ; and that the diminution of volume would be nearly, but not in quite so great a proportion, as the increase of pressure. In like manner, if the pressure be diminished, the volume of steam produced by a cubic inch of water will be augmented in nearly, but not quite so great a proportion, as that of the diminution of pressure. From all this, it obviously follows that the mechanical effect evolved by the evaporation of a given volume of water under different pressures is very nearly the same ; greater pressures, however, having a slight advan- tage over lesser ones. It has been seen that 14f lbs. are raised to a height of 1700 inches by the evaporation of a cubic inch of water under the pressure of 14J lbs. per square inch. Now, 1700 inches are nearly equal tc 142 feet ; and 14 j lbs. raised 142 feet is equivalent to 142 times 14| lbs. raised one foot, which is eauaJ STEAM. 657 to very nearly 2100 lbs. raised one foot. To use round numbers, it may then be stated, that by thi evaporation of a cubic inch of water a mechanical force is produced equivalent to a ton weight raised a foot high ; and that this force is very nearly the same, whatever be the temperature or pressure unde; which the evaporation takes place. In the following table, calculated by Dr. Lardner, and given by him in the Appendix to the 7th edi- tion of his work on the Steam-Engine, is exhibited the temperatures at which water is evaporated undei different pressures, the volume into which the water expands by evaporation, the mechanical eftec; evolved expressed in lbs. raised one foot. 1 Total pressure in pounds per square inch. Correspond- ing Tempera- ture. Volume of the steam com- pared to the volume of the water that has produced it. Mechanical ef- fect of a cubic inch of water evaporated, in pounds raised one foot. Total pressure in pounds per square inch. Correspond- ing Tempera- ture. Volume of the steam com- pared to the volume of the water that has produced it. Mechanical ef- fect of a cubic inch of water evaporated, in pounds raised one foot. i 102-9 20868 1739 58 292-9 484 2339 2 1261 10874 1812 59 294-2 477 2343 3 141-0 7437 1859 60 295'6 470 2347 4 152-3 5685 1895 61 296-9 463 2351 5 161-4 4617 1924 62 298-1 456 2355 6 169-2 3897 1948 63 299-2 449 2359 7 175-9 3376 1969 64 300-3 443 2362 8 182-0 2983 1989 65 301-3 437 2365 9 187-4 2674 2006 66 302-4 431 2369 10 192-4 2426 2022 67 303-4 425 2372 11 197-0 2221 2036 68 304-4 419 2375 12 201-3 2050 2050 69 305-4 414 2378 13 205-3 1904 2063 70 306-4 408 2382 14 209-1 1778 2074 71 307-4 403 2385 15 212-8 1669 2086 72 308-4 398 2388 16 216-3 1573 2097 73 309-3 393 2391 17 219-6 1488 2107 74 310-3 388 2394 18 222*7 1411 2117 75 311-2 383 2397 19 225-6 1343 2126 76 312-2 379 2400 20 228-5 12S1 2135 77 313-1 374 2403 21 231-2 1225 2144 78 314-0 370 2405 22 233-8 1174 2152 79 314-9 366 2408 23 236-3 1127 2160 80 315-8 362 2411 24 238-7 1084 2168 81 316-7 358 2414 25 2410 1044 2175 82 317-6 354 2417 26 243-3 1007 2182 83 318-4 350 2419 27 245'5 973 2189 84 3193 346 2422 28 247 6 941 2196 85 320-1 342 2425 29 249-6 911 2202 86 - 32T0 339 2427 30 251-6 883 2209 87 321-8 335 2430 31 253'6 857 2215 88 322-6 332 2432 32 255'5 833 2221 89 323-5 328 2435 33 257-3 810 2226 90 324-3 325 2438 34 259-1 788 2232 91 325-1 322 2440 35 260 9 767 2238 92 325-9 319 2443 36 262-6 743 2243 93 326-7 316 2445 37 264-3 729 2248 94 327-5 313 2448 38 265'9 712 2253 95 328-2 310 2450 39 267-5 695 2259 96 329-0 307 2453 40 269-1 679 2226 97 329-8 304 2455 41 270-6 664 2268 98 330-5 801 2457 42 272-1 649 2273 99 33T3 298 2460 43 273-6 635 2278 100 332-0 295 2462 44 275-0 622 2282 110 339-2 271 2486 45 276-4 610 2287 120 345-8 251 2507 46 277-8 598 2291 130 352-1 233 2527 47 279-2 586 2296 140 357-9 218 2545 48 280-5 575 2300 150 363-4 205 2561 49 281-9 564 2304 160 368-7 193 2577 50 283-2 654 2308 170 373-6 183 2593 51 284-4 544 2312 180 378-4 174 2608 52 285-7 534 2316 190 382-9 166 2622 53 286-9 525 2320 200 387-3 158 2636 54 288-1 516 2324 210 391-5 151 2650 55 289-3 508 2327 220 395-5 145 2663 56 290-5 500 2331 230 399-4 140 2675 67 291-7 492 2335 240 403-1 134 2687 You II.— 42 558 STEAM. From what has been above explained, it is apparent that the quantity of sensible heat in steam k> augmented with every increase of pressure under which the evaporation takes place ; but if the interval ef time be observed which elapses between the first application of the lamp to the ice-cold water in the experiment above described, and the moment at which the last particle of water disappears by evaporation from the bottom of the tube, it will be found that this interval is exactly the same, what- ever be the temperature or pressure under which the evaporation takes place. It follows, therefore, that the actual quantity of heat necessary to convert ice-cold water into steam is the same, whatever be the pressure of the steam ; but as the temperature of steam increases and diminishes as the pressure is increased or diminished, it follows that this given quantity of heat is differently distributed between sensible and latent heat in steam of different pressures. As the pressure is increased the sensible heat is augmented, and the latent heat undergoes a corresponding diminution, and vice versa. The sum of the sensible and latent heats is, in fact, a constant quantity; the one being always increased at the ex- pense of the other. It has been shown that in converting water at 32° of temperature, and under a pressure of 14 J lbs. per square inch, it was necessary first to give it 180° additional sensible heat, and afterwards 990° of latent heat, the total heat imparted to it being 1170°. Such, then, is the actual quantity of heat which must be imparted to ice-cold water to convert it into steam. The actual tem- perature to which water would be raised by the heat necessary to evaporate it, if its evaporation could oe prevented by confining it in a close vessel, will be found by adding 32° to 1170°. It may, there- fore, be stated that the heat necessary for the evaporation of ice-cold water is as much as would raise it to the temperature of 1202°, if its evaporation were prevented. If the temperature of red-hot iron be, as is supposed, about 800°, and that all bodies become incandescent at the same temperature, it follows that to evaporate water it is necessary to impart to it 400° more heat than would be sufficient to render it red-hot if its evaporation were prevented. As the mechanical effect evolved by water evaporated at all pressures is nearly the same, and as the quantity of heat necessary to effect that evaporation is also the same, it follows that the same quantity of fuel employed in the evaporation of water is productive of very nearly the same mechanical effect, whatever be the pressure of the steam. Since the heat imparted to water in evaporation is necessary to sustain it in the form of vapor, it follows that if any portion of that heat be taken from it, the steam will not be lowered in temperature, but a portion of it will be reconverted into water ; a process which is called condensation. To illustrate this, let us suppose the tube AB to be filled with steam of 212° of temperature, produced from a cubic inch of water evaporated under the pressure of 1-4 J lbs. on the piston. If, by the application of external cold, or any other means, a quantity of heat be extracted from this steam, say as much as would be sufficient to evaporate the tenth of a cubic inch of water, then a tenth part of the steam in the tube will be condensed and deposited in the liquid state in the bottom, the piston will descend through a tenth of its entire height, and the steam remaining uncondensed will still have the tempera- ture of 212° and the pressure of 14J lbs. per square inch, while the water in the bottom of the tube produced by the condensation will also have a temperature of 212°. The heat, therefore, which has been thus abstracted, is the heat which was latent in the steam formed by the water thus deposited. And in the same manner, any heat which is drawn from the steam will be latent heat ; a correspond- ing condensation will take place until all the steam has been condensed, and the piston brought into contact with the bottom of the tube. After that, any abstraction of heat must be made at the expense of the sensible heat of the water. It has, in some works, been stated that by mere mechanical compression steam will be converted into water. This is, however, an error, since steam, in whatever state it may exist, must possess at least 212° of heat; and as this quantity of heat is sufficient to maintain it in the vaporous form, under whatever pressure it may be placed, it is clear that no compression or increase of pressure can diminish the actual quantity of heat contained in the steam ; and it cannot, therefore, convert any portion of the steam into water. If steam, by mechanical pressure, be forced into a diminished volume, it will undergo an augmenta- tion both of temperature and pressure, the increase of pressure being greater than the diminution of volume ; in fact, any change of volume which it undergoes will be attended with the change of temper- ature and pressure indicated in the above table. The steam, after its volume has been changed, will assume exactly the pressure and temperature which it would have in the same volume if it were im- mediately evolved from water. Thus, let us suppose a cubic inch of water converted into steam under a pressure of 14f lbs. per square inch, and at the temperature of 212°. Let its volume be then reduced by compression in the proportion of 1700 to 930. When so reduced, its temperature will be found to have risen from 212° to 250°, and its pressure will be increased from 14J lbs. per square inch to 29-J lbs. per square inch ; but this is exactly the state, as to pressure, temperature, and density, as the steam would be in if it were immediately raised from water under the pressure of 29^- lbs. per square inch. It appears, therefore, that in whatever manner, after evaporation, the density of steam be changed, whether by expansion or contraction, it will still remain the same as if it were immediately raised from water in its actual state. The circumstance which has given rise to the erroneous notion that mere mechanical compression will produce a condensation of steam is, that the vessel in which steam is contained must necessarily have the same temperature as the steam itself. If then the steam contained in the vessel be suddenly com- pressed, it will undergo as sudden an elevation of temperature ; and the vessel containing it not receiv- ing at the same time, from any external source, a corresponding increase of temperature, it will rob the steam of a portion of its heat, and a partial condensation will be produced, and will be continued until the temperatures of the steam and the vessel containing it shall be equalized. While water, in passing into steam, suffers a great enlargement of volume, steam, on the other hand, m being converted into water undergoes a corresponding diminution of volume. It has been seen that a cubic inch of water, evaporated at the temperature of 212°, swells into 1700 cubic inches of steam. it follows, therefore, that if a close vessel, containing 1700 cubic inches of such steam, be exposed to STEAM. G59 cold sufficient to take from the steam all its latent heat, the steam will be reconverted into water, will shrink into its original dimensions, and will leave the remainder of the vessel a vacuum. This prop- erty of steam has supplied the means, in practical mechanics, of obtaining that amount of mecbanieai power which the properties of the atmosphere confer upon a vacuum. If by any means whatever the space in a cylinder under the piston be rendered a vacuum, the atmospheric pressure will take effect above the piston, and will urge the piston downwards with a force amounting to about 15 lbs. on each square inch of the surface of the piston. To render steam available for this purpose, it is only neces- sary to inject it into the cylinder until it expels from the cylinder all the atmospheric air or other un- condensable gases which the cylinder contains ; and when that is effected, the pure steam which remains in the cylinder being suddenly condensed by the application of cold, leaves the cylinder a vacuum, and gives effect to the atmospheric pressure above the piston, as before explained. This is, in fact, the principle of the atmospheric engine. The temperature and pressure of steam produced by immediate evaporation, when it has received no heat, save that which it takes from the water, have a fixed relation one to the other. If this rela- tion were known, and expressed by a mathematical formula, the temperature might always be inferred from the pressure, or vice versa. But physical science has not yet supplied any principles by which such a formula can be deduced from any known properties of liquids. In the absence, therefore, of any general relation established by direct reasoning, empyrical formulae have been proposed which express, with more or less precision, this relation in different parts of the thermometric scale. When the pressure under which the evaporation takes place does not exceed one atmosphere, or 15 lbs. per square inch, the relation between the temperature and the pressure will be expressed with sufficient accuracy by the following formula!, proposed by Southern : P 0-04948 /51-3 + T\ 5 ' 13 \ 155T256 ) T = 155-7256 X V P — 0-04948 — 51‘3 , where P expresses the pressure in pounds per square inch, and T the temperature by Fahrenheit’s thermometer. For pressures exceeding one atmosphere and not exceeding four, the relation is expressed by the following formulas, proposed by Tredgold : / 103 + T \ C \ 201-18 / T = 201-18 v' _ P — 103; or by the following formulae, _/98-206 + T\ 6 “V 198-562 / T = 198-562 l/~Y— 98-806. For pressures extending from four to fifty atmospheres, the following formulas have been proposed by Messrs. Dulong and Arago : P = (0-26793 + 0-0067585 T) 6 T = 147-961 y/T- 39-644. Biot has proposed a more general formula, which expresses the relation between the pressure and the temperature, whatever be the pressure under which the evaporation takes place. Let p be the pressure, expressed in millimetres, of mercury at the temperature of melting ice ; let t be the tempera- ture of the water taken on the centesimal air thermometer ; and let a, a,, « 2 , b u h be constant quanti- ties, whose values shall be determined by the following conditions : a = 5-96131330259 Log. a, = 1-82340688193 Log. b l = — 0-01309734295 Log. « a = 0-74110951837 Log. = — 0-00212510583. The relation between p and t will then be expressed by the following formula, Log. p = ■ a\ bi 20 + £ 20 + t. M. Biot compared the temperature and corresponding pressures, calculated by this formula, with tho series determined by an extensive course of experiments undertaken by MM. Arago and Dulong by order of the French government, to those of the experiments of Taylor at lower temperatures, and to a numerous series of MSS. observations of M. Gay-Lussac, extending from the boiling point to tempera- tures considerably below that of melting ice, and found that the calculated and observed results cor- responded within the limits of error of the experiments themselves. The formula; first given above offer, however, much greater facility for practical calculation, and afford as accurate results as are re- quired for all ordinary purposes. The same difficulty which attends the establishment of a general formula expressing the relation be- tween the temperatures and pressures of steam, also attends the determination of one expressing the relation between the pressure and the augmented volume into which the water expands by evaporation. Empirical formulae have accordingly been likewise proposed to express this relation. The late Pro- fessor Navier proposed the following formula for this purpose. 660 STEAM. Let V express the number of cubic inches of steam produced by one cubic inch of water, and let P express the pressure of this steam in kilograms per square metre ; then we shall have _ iooe - 0-09 + 0-0000484 ?' This formula gives sufficiently accurate results when applied to pressures much above one atmosphere, It fails to give the same accuracy, however, when applied to lower pressures. The following formulae have been proposed by M. de Pambour : 1T _ 10,000 ~ 0-4227 -f 0-00258 P’ which will apply to low pressures ; and v _ 10,000 ~ 1-421 -f (TOO 2 3 P’ which will be applicable to high pressures. In each of these P is expressed in pounds per square foot Dr. Lardner proposes the following modified formula, V and P retaining their signification : w — 38 ’ 75969 ~ 164 + P’ which may be used in reference to low-pressure engines of every form, as well as for high-pressure engines which work expansively. When the pressure is not less than 30 lbs. per square inch, the following formula will be more accurate : _ 434*7826 ~ 018 4- P' In the preceding observations steam has been considered as receiving no heat except that which it takes from the water during the process of evaporation, the amount of which, as has been shown, is 1170° more than the heat contained in ice-cold water. But steam, after having been formed from water by evaporation, may, like all other material substances, receive an accession of heat from any external source, and its temperature may thereby.be elevated. If the steam to which such additional heat is imparted be so confined as to be incapable of enlarging its dimensions, the effect produced upon it by the increase of temperature will be an increase of pressure ; but if, on the other hand, it be con- fined under a given pressure, with power to enlarge its volume, subject to the preservation of that pressure, as would be the case if it were contained in a cylinder under a movable piston loaded with a given pressure, then the effect of the augmented temperature will be, not an increase of pressure but an increase of volume ; and the increase of volume in this latter casp will be in exactly the sam , r >- portion as the increase of pressure in the former case. These effects of elevated temperature are common, not only to the vapors of all liquids, but also to all permanent gases ; but, what is much more remarkable, the numerical amount of the augmentation of pressure or volume produced by a given increase of temperature is the same for all vapors and gases. If the pressure which any gas or vapor would have were it reduced to the temperature of melting ice be expressed by 100,000, then the pressure which it will receive for every degree of temperature by which it is raised will be expressed by 208 or, what amounts to the same, the additional pressure produced by each degree of temperature will be the 480th part of its pressure at the temperature of melting ice. From these data it is easy to obtain an algebraical expression by which the augmentation of pressure in a given volume, or, what is the same, the augmentation of volume under a given pressure for every increase of temperature, may be calculated. Let v be the volume of any elastic fluid at the temperature of 32° ; and let it be then supposed to be raised by the application of heat to the temperature T, if under a given pressure. Let its aug- mented volume be V. The increase of volume will then be Y — v, while the increase of temperature V will be T° — 32°. But since the increase of volume for one degree of temperature is — -, the increase 4oU for T° - ■ 32° will be — — X (T° — 32°) ; and therefore the augmented volume V will be 480 v ° V = c 4- — (T° — 32°). ' 480 v S , , T°-32° ) = v \ 1 -j — — - ; ( 480 If Y' be the volume at any other temperature T', we shall have V' = * j T /0 qoo ) 480 From whence we infer V T -f- 448 _ Y 7- TM- 448’ by which, when the volume of steam at any one temperature is known, the volume at any other tem- perature may be found, supposing that the steam receives no accession of water by evaporation. Steam which thus receives additional heat after its separation from the water from which it is evolved has been called by Dr. Lardner superheated steam , to distinguish it from common steam, which is that usually employed in steam-engines. Superheated steam admits of losing a part of its heat with- out suffering partial condensation ; but common steam is always partially condensed if any portion ol heat be withdrawn from it. For further details on these properties, see Lardner on the Steam-Emjine 7th ed. p. 168, et. seq ; also Appendix. See also Lardner on Heat, chap. viii. ; Cabinet Cyclopccdia, STEAM. 661 In the mechanical operation of steam, ■which has been already explained, the pressure, density, and temperature of the steam are supposed to remain the same during its action, and the mechanical effect is produced by the continual increase of the quantity of steam produced by evaporation. Thus, the piston in the apparatus represented in the figure is moved upwards, not by any change in the tempera- ture, density, or pressure, but by the increased volume required by the continual production of steam. It has been proved that by this process alone the evaporation of a cubic inch of water, whatever be the pressure under which it takes place, evolves a mechanical force equivalent to a ton weight raised a foot high. But if, after this evaporation has been completed, the steam be separated from the water which produced it, and the load on the piston be gradually diminished, the steam would expand by moving the piston upwards in virtue of its excess of pressure, and this expansion will continue until tire press- ure of the steam shall be reduced to equality with the load on the piston. All mechanical effect de- veloped in this process is due to the steam itself, independently of any further evaporation. To make this important quality of the expansive action of steam understood, let us suppose the pis- ton loaded with a pressure amounting to four times that of the atmosphere, including that of the at- mosphere itself. If the water under the piston be evaporated under this pressure, it will have a tem- perature of about 291°, and by its evaporation the piston will be raised 40 feet. This will, therefore, be the whole mechanical effect arising from the immediate evaporation of the water. But when the evaporation has been completed, and the piston, with its load of four atmospheres, stands suspended at 40 feet above the bottom of the tube, let a pressure equal to that of one atmosphere be removed from the piston. The remaining pressure of three atmospheres being less than that of the steam below the piston, the piston will be raised, and will continue to rise until it has attained a height of about 50 feet, and the temperature of the steam thus expanded will fall to about 275°; and its pressure being re- duced to that of three atmospheres, it will cease to rise. By this process, therefore, a mechanical force has been obtained from the steam equal to the weight of three atmospheres raised 10 feet, in addition to the effect obtained by immediate evaporation ; but the expansive action does not stop here. Let it be supposed that the piston is again relieved from the pressure of another atmosphere, the superior pressure of three atmospheres below will cause it to rise, and it will ascend to the height of about 7 5 feet, the temperature of the steam falling to about 250°, and its pressure being reduced to two atmos- pheres. A further mechanical effect equivalent to the weight of two atmospheres raised to about 25 feet, has thus been obtained ; and it is evident that by constantly and gradually diminishing the load on the piston, an additional effect may be always obtained from a given amount of evaporation, to an extent which is only limited by practical circumstances which restrain the application of this expansive principle. Since the cost of producing steam as a mechanical agent depends chiefly on the quantity of fuel necessary to effect the evaporation of a given volume of water, it follows that all the mechanical effect obtained by this principle of expansion is so much power added to the steam without further expense. Its importance, therefore, will be obvious in the economy of steam-power. For the manner of rendering it available in steam machinery, see Steam-Engine. Table No. 1 exhibits the temperatures and corresponding pressures of steam as determined by the experiments of the committee of the French Institute up to fifty atmospheres — the atmosphere being measured by a column of mercury 29'922 inches high. The last six temperatures in table No. 1 are deduced by calculation from the formula c — (1 -f- 0-7153 tf, in which e expresses the elasticity in atmospheres, and t the temperatures in centieme de grees, beginning from 100°, and proceeding upwards. The most recent experiments on the elastic force of steam are those by a committee of the Franklin Institute. The object of the committee was to in- quire into the causes of the explosion of steam- boilers, to investigate which they were requested to make experiments on the properties of steam, the expense of which was defrayed out of the treasury of the United States. The results are contained in the following table, No. 2, arranged as in table No. 1, up to ten atmos- pheres. Table II. Table I. Pressure in Atmospheres. Temperature. Pressure in Atmospheres. Temperature. i 212° 13 380-66° H 234 14 386-94 o 250\5 15 392-86 2i 263-8 16 398-48 3 275-2 17 403-83 3* 285 18 408-92 4 293-7 19 413-78 44 300-3 20 418-46 5 307"5 21 422-96 54 314-24 22 427-28 6 320-36 23 431-42 64 326-26 24 435'56 7 331-7 25 439-34 n 336-86 30 457-16 8 341-78 35 472-73 9 350-78 40 486-59 10 358-88 45 499-14 11 366-85 50 510-6 12 j ‘374 Pressure in Atmospheres. Temperature. Pressure in Atmospheres. Temperature. i 212° 6 315-J° H 235 6J 321 2 250 7 326 24 264 U 331 3 275 8 336 34 284 8| 340|- 4 2914 9 345 4i 298$ 94 349 5 304 i 10 352 J 54 310 We add the following table, calculated, we believe, by Professor Alexander, of Baltimore, on the orcssure of steam at various temperatures. emp in :gre« 0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 %3 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 STEAM. of Steam in inches of Mercury at the temperature of melting ice from degree tt degree of Fahrenheit' s thermometer. Difference for 1 degree. Temp. in degrees. Pressure in inches of Merc. Difference for 1 degree. Temp. in degrees. Pressure in inches of Merc. Difference for 1 degree. 0-002 91 1-67 157 9-54 0-003 92 1-72 158 9-76 0-004 93 1-77 0-06 159 9-98 0-23 0-005 94 1-83 160 10-21 0-24 0-006 95 1-89 161 10-45 0-007 96 1-95 162 10-69 0-008 97 2-01 163 10-93 0-25 98 2-07 164 11-18 0-009 99 213 165 11-43 100 2-19 166 11-68 0-26 o-oio 101 2-25 0-07 167 11-94 0-27 0-011 102 2-32 168 12-21 0-010 103 2-39 169 12-48 0-28 o-oii 104 2-46 170 12-76 105 2-53 171 13-04 106 2-60 0-08 172 13-32 0-29 0-012 107 2-68 173 1361 0-30 108 2-76 174 13-91 0-013 109 2-84 175 14-21 0-31 0-014 110 2-92 176 14-52 111 3- 177 14-83 0-32 112 308 009 178 15-15 113 3-17 179 15-47 0-33 0-015 114 3'-26 180 15-80 0-34 0-016 115 3-35 181 16-14 116 3-44 182 16-48 0-35 0-017 117 3-53 010 183 16-83 118 3-63 184 17-18 0-36 0-018 119 3-73 185 17-54 0-37 120 3-83 186 17-91 0-019 121 3-93 0-11 187 18-28 0-38 122 4-04 188 18*66 0-020 123 415 189 19-04 0-39 0-021 124 4"26 190 19-43 0-40 125 4-37 012 191 19-83 0-41 0022 126 4-48 192 20-24 0023 127 4-60 193 20-65 0-42 128 4-72 194 21-07 0-43 0-024 129 4-84 0-13 195 21-50 0-025 130 4-97 196 21-93 0-44 0-026 131 5-10 197 22-37 0-45 132 5-23 198 22-82 0-027 133 5-36 014 199 23-27 0-46 0-028 134 5-50 200 23-73 0.47 0-029 135 5-64 201 24-20 0-48 136 5-78 0-15 202 24-68 0-49 0-030 137 5-93 203 25-17 0-031 138 6-08 204 25-66 0-50 0-033 139 6-23 205 26-16 0-51 140 6-38 0-16 206 26-67 0-52 0-034 141 6-54 207 27-19 0-53 0-035 142 6-70 208 27-72 0-54 143 6'86 0-17 209 28-26 0 - 55 0-037 144 7-03 210 28-80 0-038 145 7-20 0-17 211 29-35 056 0039 146 7-37 0-18 212 29-91 0-57 0-040 147 ^*55 213 30-48 0-58 148 7-73 0-19 214 31-06 0-59 0-043 149 7-92 215 31-65 0-60 0-043 150 8-11 216 32-25 0-61 0-04 151 8*30 0-20 217 32-86 0-05 152 8-50 218 33-47 0-63 153 8-70 219 34-10 154 8-90 021 220 34-73 0-65 155 9-11 221 35-38 156 9-32 0-22 009 36-03 067 STEAM. 663 Temp. in degrees. °23 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 Table of the Pressure of Steam, dbc., (Continued.) Pressure in Difference Temp. Pressure in Difference Temp. Pressure in Difference ! inches of for in inches of for in inches of for Merc. 1 degree. degrees. Merc. 1 degree. degrees. Merc. 1 degree, j 36‘70 279 94-47 1-50 335 213-74 2-94 37-37 0-69 280 95-97 1-51 336 216-68 2-97 38-06 0-70 281 97-48 1-52 337 219-65 3- 38-76 0-71 282 99- 1-54 338 222-65 3-03 39-47 0-72 283 10054 1-56 339 225-68 3-07 40-19 0-73 284 102-10 1-58 340 228-75 3-10 40-92 0-75 285 ] 03*08 1-60 341 231-85 3-13 41-67 286 105-28 1-63 342 234-98 3-16 42-42 0-76 2S7 106-91 1-65 343 238-14 3-20 43-18 0-77 288 108-56 1-67 344 241-34 3-24 4395 0-78 289 110-23 1-69 345 244-58 3-28 44-73 0-80 290 111-92 1-71 346 247-86 3-32 45’53 0-81 291 113-63 1-72 347 251-18 3-36 46-34 0-82 292 115-35 1-75 348 254-54 3-39 47-16 0-83 293 117-10 1-77 349 257 93 3-42 47-99 0-85 294 118-87 1-80 350 261-35 3-45 48-84 0-86 295 120-67 1-83 351 264-80 3-49 j 49-70 0-87 296 122-50 1-85 352 268-29 353 50’57 0-88 297 124-35 1-87 353 271-82 3-59 51-45 0-89 298 126-22 1-89 354 275-39 361 52-34 0-91 299 128-11 1-91 355 279- 366 53-25 0-92 300 130-02 1-93 356 282-66 3-71 54-17 0-94 301 131-95 1-96 357 286-37 3-75 i 55-11 0-95 302 133-91 1-99 358 290-12 3-79 56-06 0-96 303 135-90 2-01 359 293-91 3-83 57-02 0-97 304 137-91 2-03 360 ’297-74 3-87 57-99 1- 305 139-94 2-06 361 301-61 3-91 58-99 1-01 306 142- 209 362 305'52 3-95 60- 307 144-09 2-11 363 309-47 3-99 61-01 1-03 308 146-20 2-13 364 313-46 4-04 62-04 1-04 309 148-33 2-16 365 317-50 63-08 1-07 1-07 310 150-49 220 2’22 64-15 311 152-69 65"22 1 09 312 154-91 2-24 Formula. 66-31 313 157-15 9*27 inches. 67-41 1-10 314 159-42 2-30 v — pressure in 68-53 112 315 161-72 2-32 t = temp, in deg. Fahr. 69-67 114 316 16404 2-34 / t 990 \ 0 70-83 116 317 166-38 2-37 .-./> = (T80 + 1695) 71-99 318 168-75 2-40 73-18 119 319 171-15 2-44 t 180 1/ p— 105°, 13. 74-37 1-23 320 173-59 2-48 75-60 1-24 321 176-07 2-51 P‘ = atmosphere 76-84 1-25 322 o-53 pressure in 78-09 1-27 323 181-11 2'55 of 29*915 inches at 32° 79-36 1 28 324 183*66 2-58 r . 80-64 1 30 325 186-24 2-61 t temp, as before ; 81-94 1-33 326 188-85 2 61 / t 561-91 \ c 83- 27 84- 61 1-34 1-35 327 328 191-49 194-15 2-66 2-69 1 1 - 9 • ■ P y 317-13 1 1695 ) 85-96 1 36 329 196-84 2-73 ( * , \ ft 1 87-32 1-39 330 2-76 990 \ 88-71 1-41 331 202-33 2-80 ^317-13 1 2986-33 / 9012 1-43 332 205 13 2-84 and 91-55 93 1-45 1-47 333 334 207-97 210-84 2-87 2-90 t ~ 317-13 V p' — 105°, 13 For a more exceuoed and at the same time practical view of the theory of steam and the steam engine, embracing rules for all the calculations likely to be introduced in the practice of constructing ol working steam-engines, the reader cannot do better than consult “Bourne on the Steam-Engine,” put lished by the Artisan Club. It should be in the hands of every one using steam, and Is recommended to our readers as a standard work on this subject. 664 STEEd. STEEL. Steel appears to occupy an intermediate place between cast and malleable iron. The researches of the French academicians, Monge, Barthollet, and Vandermonde, show the distinction between cast-iron and steel to be that the former is charged with a superabundant, the latter with a minute yet sufficient dose of carbon ; hammered iron, on the contrary, if pure, consists of iron free from all heterogeneous matter. It is to be regretted that the constituent proportions of steel have not been accurately determined. Vauquelin assumes the average amount of carbon to be l-150th, and Clouet places it as high as l-32d. Mr. Parkinson considers the quantity of carbon necessary for making of steel to be very small, indeed the actual amount seldom exceeding l-200th, or 1 -300th, and perhaps never more than l-100th, the remaining portion of charcoal flying off at the time of cementation in the form of gaseous oxide of carbon. Dr. Thomson analyzed some specimens of cast-steel, from the man- ufactory of Mr. Buttery, near Glasgow, and the general results of his trials gave the constituents as follows : Iron 99 Carbon, with some silicon 1 100 Now this approaches — Iron, 20 atoms VO Carbon, 1 atom 0’75 VO-75 And this Dr. Thomson considers as likely to be the constitution of cast-steel. He did not m like manner attempt the analysis of blistered steel, but concludes the proportion of carbon in it to be rather less. It is well ascertained that iron and carbon are capable of combining together in a variety of different proportions : when the carbon exceeds, the compound is carburet of iron ; when the iron exceeds, the compound is steel or cast-iron in various states according to the proportion : all these com- pounds may be considered as subcarburets of iron. The most complete detail of experiments on these compounds which has yet appeared in this country is by Mr. Mushet. This ingenious metallurgical chemist has observed that the hardness of iron increases with the proportion of charcoal with which it combines, till the carb6n amounts to about l-80th of the whole mass. The hardness is then a maxi- mum, the metal acquires the color of silver, loses its granulated appearance, and assumes a crystallized form. If more carbon be added to the compound the hardness diminishes in proportion to the quantity, as appears from the following tabular arrangement, extracted from Mr. Mushet’s papers on iron and steel : Iron, semi-steelified Soft steel, capable of welding Cast-steel for common purposes Cast-steel requiring more hardness Steel capable of standing a few blows, but quite unfit for drawing, First approach to a steely granulated fracture White cast-iron Mottled cast-iron Carbonated cast-iron Super-carbonated crude iron contains 1-1 50th of carbon. “ 1-1 20th “ l-100th “ l-90th “ l-50th “ „ j 1-3 0th ) ( l- 40 th y “ 1-2 5 th “ “ 1-2 0th “ 1-1 5th “ 1-1 2th Dr. Schafthacutl has lately propounded a novel and startling theory, viz., that steel is entirely a mechanical production of the forge-hammer, which tears the molecules of certain species of white cast- iron out of their original positions, into which the forces of attraction, in respect to the centres as well as to the position of the molecules, had arranged those molecules by the slow action of heat, and that steel, as it comes out of the converting-furnace or the crucible, is nothing more or less than white cast- iron, of which Indian steel, called wootz, is the fairest specimen. Steel, as is well known, is made by combining carbon with iron, the atmosphere being excluded and a white heat kept up until the iron has imbibed from the carbonaceous matter with which it is sur- rounded a sufficient quantity, which may be more or less, according to the use for which the steel is intended. Iron is very slightly, and if pure, not at all, altered or increased in hardness by sudden cool- ing from a red-heat, but the small amount of carbon which it receives during the process of cementation greatly increases both its strength and toughness, leaving it alike malleable and ductile, and imparts to it that peculiarly valuable property of becoming extremely hard if suddenly cooled from a red-heat. With this first dose of carbon it is denominated mild steel , possessing all the distinctive properties oi iron with increased strength. A larger dose of carbon renders the metal susceptible of greater hard- ness, and proportionably more brittle. It is also fusible, and therefore called cast-steel, but being less malleable is more difficult to work. Steel made by cementation is designated blistered-steel, because it is supposed, while the carbon is entering it meets with oxygen, hydrogen, or some foreign matter which it causes to become gaseous, and thus blisters the surface of the steel. Dr. Thomson attributes these blisters to a gas evolved in the interior of the bar, which pushes up by its elasticity a film of the metal, and Mr. Gill considers them as indications of the quality of the steel, as “ the hardest will be found to be blistered all over its surface while the milder will be smoother.” Cast-steel being made by fusion admits of an equal distribution of the carbon, to the expulsion of every other substance, which cannot endure the intense heat : the sound- ness of this description of steel is obviously a great recommendation, but the excess of carbon renders it STEEL. 665 harsh and consequently intractable ; under the hammer, however, by careful treatment during the operation of forging, the excess of carbon may be dissipated and the quality of the steel ameliorated and greatly improved for general purposes. The question whether steel contains any thing besides iron and carbon is purely chemical, the con- sideration of which would form, did space allow, an interesting theoretical illustration of the practical details of the present inquiry. A good workman merely requires steel free from flaws, completely homogeneous, and such as will harden at the lowest heat, for this test supersedes all others in proving its superior quality. Perfectly pure iron cemented in equally pure carbon would doubtless produce steel free from blisters, but as in practice these blisters are unavoidably evolved, it is needless to inquire into their origin more minutely than we have already done, especially as it seems to be admitted that blistered-steel is unequally carbonized, the outside retaining the larger portion. It is therefore rendered fit for the market by doubling and welding several times, by which means the parts are more intimately blended together, and the carbon more equally distributed ; in this state it is called sheer-steel. These repeated weldings, although they tend to condense the metal, are apt to produce flaws, 1st. by imperfect union, 2d. by the carbon burning out of the commingling surfaces, thereby interposing a stratum of iron or imperfectly converted steel, and this being softer than the surrounding particles would give way during the extension of the steel. To whatever cause such defects are to be attributed must necessarily remain a matter of conjecture, but that they do very largely accompany this description of steel is certain, and it is a question whether any process short of actual fusion can totally remove them ; nevertheless, it is ascertained that long-continued forging essentially conduces to the soundness or homogeneity. Besides these flaws there is another obstacle frequently met with in steel : it is said to have pins, when, in the operation of turning or filing, knots are developed harder than the other portions of the metal ; these knots or pins present themselves of almost every degree or hardness, commencing with mere harshness, and advancing to absolute intractability, so that whilst turning in the lathe the pins would remain projecting out and grind or break the edge of the tool rather than submit to be cut away, and it is by no means unusual to find their hardness nearly approach that of a file applied to remove them. Various causes have been assigned for these knots; Mr. Varley thinks they are portions of metal over-steeled, that is, so completely charged with carbon as to be incapable of being annealed by any known process of slow cooling. Mr. Clement states that he broke the steel across these pins, hav- ing filed away the back to render it weak enough to part at the right place, when he found a cut or division, on which account he attributes the flaw and its extreme hardness to an oxide of iron, which prevented the union of the parts. It would be a curious and by no means an unprofitable investiga- tion to analyze the condition of the deepest blisters, in order to determine whether they are alloyed or oxidized, or in any way differing in their state of carbonization from the more solid parts. It seems clear that if these pins are induced by the presence of oxygen, then the adjoining metal would be iron, for there would be a gradation from the oxide through iron to the steel, and consequently the circum- ference of such a spot would be softest. An excess of carbon renders steel harder and more brittle, therefore au inequality is liable to occur. This may be illustrated by the known fact, that portions of an iron casting intended to be soft are fre- quently hardened by contact with the moist sand of which the mould is formed, and those parts near- est the outside break with a fracture more glassy than even hard steel. How good steel hardened by sudden immersion in cold water, when at a red-heat, will invariably return to a soft state by slow cool- ing from such heat, and more equally so if the external atmosphere be carefully excluded ; but this hard cast-iron on the contrary does not ; it requires to be exposed for many hours to an intense heat, and must not be smothered by fuel to prevent the escape of the superabundant carbon with which it is charged. The air too should be allowed free access as a means of disengaging some portions of the carbon, while the remainder has a tendency to equalize itself; then, if slowly cooled, the mass will be found to be sufficiently aunealed. The knots or pins in steel are rarely removed by slow cooling alone ; there is, however, an opinion prevalent among workmen that pinny steel may be rendered uniform in its substance if it be first hardened and then annealed. To bum out these pins would manifestly spoil the steel, because it has no carbon to spare but in the pins, (supposing this to be the cause of their hardness,) and the process of annealing in air-tight vessels is not found to produce equality sufficient for any good purpose. Even cast-steel, which is undeniably purer and more homogeneous than any other description, is liable to long streaks or veins harder than the other portions of the bar. All these show the necessity of greater and more minute attention to the treatment of steel than the subject appears to have received, and for this end two modes of hammering are indispensable. To illustrate our position, let us take any article forged in the usual way, not out of blistered or sheer-steel, both of which may be presumed to contain carbon unequally distributed, but of cast-steel, which having been fused and passed through the rolls, or under a jjonderous tilt-hammer, is characterized as refined, and considered uniform. Yet notwith- standing every precaution, we still see the labor and skill of the machinist defeated by those veins, fissures, and pins, which denote either metal of inferior quality, or that the original texture of the steel has been deteriorated by the ignorance and carelessness of the smith. The first supposition does not apply to cast-steel, in which the dose of carbon is diffused equally throughout the mass, or so nearly so as to render the difference inappreciable. We are therefore compelled to admit the second position, and this, unless we have entirely mistaken the bearings of the case, will enable us to account for past failures and guard against future disappointment. The two-fold process of hammering, already alluded to, is intended to correct the greater part, if not the whole, of the defects pointed out. It is necessary in the first place to hammer the steel at a forg- ing heat, so as to knead the parts together and keep them moving among themselves. This should bo continued till the different constituents are not only intimately blended, but as it were dissolved iu each ( 1(36 STRENGTH OF MATERIALS OF CONSTRUCTION. other, so as to insure perfect uniformity, for the carbon being thus spread the metal will be rendered as sound as can be expected of cemented steel ; and it is clear that if by mechanical agency all foreign matter be expelled and the carbon alone remain, there is nothing to prevent a perfect union of the parti while under the hammer. Good steel consists of that proportion of carbon and iron, which combined form the strongest and toughest compound ; each purer portion, therefore, when brought into contact by the hammer remains in that state and resists its percussive force the more from the greater cohesion of the particles. Hence the redundant or deficient portions suffer most till they become equalized, and the impurities are either beaten out or formed into a homogeneal compound with the entire mass. Although by this means sound steel may be obtained, it is far from being in a perfect state ; it is still very unequal in density, and in a state of distraction ; some portions are close and dense, and others are fissured. A second hammering at a particular heat is therefore necessary, and under circumstances required by the shape of the steel — such as recesses in the anvil or blocks laid thereon, technically termed swedges and moulds. For this purpose the metal is first brought as near as eligible to the re- quired dimensions, and is then to be hammered in order to close and condense the particles equally and throughout, yet leaving every part in a state of rest and ease — a condition very essential for good springs, and indeed every article formed of steel, that has to vibrate or act by tension. This second hammering is also intended to prepare the steel for receiving the utmost hardness of which it is susceptible — a quality which entitles it to be considered the master metal — the one by which we give shape and form to all others. How steel at a red-heat, when suddenly plunged in cold water, becomes both brittle and hard, but even in this state its toughness greatly exceeds that of any other brittle substance. This characteristic hardness cannot be given in part, but always in full and to its highest limit. So true is this, that in a piece of steel, a portion of which is hard and a portion soft, no gradation of hardness can be detected, the parts adjacent to the hard portion being quite soft, or, as some think, softer than if slowly cooled. This singular fact has been thus accounted for : — Suppose a rod of well-hammered steel to be heated at one end for hardening, there will be a gradation of tem- perature from the coldest to the hottest extremity, and the annealing or reduction of that hardness which it has received will be in proportion to the heat, consequently the rod will be softer and softer towards the end where the heat is applied. On plunging the bar into cold water, that portion which has become sufficiently hot to harden, is rendered quite hard, but that part immediately adjacent to it will be found to be most annealed, and will endure more twisting and bending than any other. Al- though this hardness may be imparted in its full extent, it may nevertheless be lowered in any assigna- ble degree — that is, a portion of its brittleness may be removed by the application of moderate heat, a greater portion by more heat, and so on, as the purposes may require. This is called tempering. If hard steel be brought to a red-heat and then suffered to cool slowly, it will become as soft as if never hardened : this is called softening , and is distinguished from annealing , which is a similar process of slow cooling, but applied to steel, iron, or brass, merely to remove all mechanical condensation, whether by hammering or otherwise ; for if metal has been altered in shape by the hammer or any other pro- cess, as much as it will bear without breaking, then by annealing it will be softened and may again be altered in form as often as requisite. Now as different degrees of heat remove different degrees of condensation received from the hammer, and a white-heat removes all, it is of great importance to harden steel from the lowest possible degree of heat, in order to retain as much condensation as practi- cable ; and it is a fortunate coincidence that the greater the condensation the lower is the heat from which steel will harden, and the stronger and tougher it will be. But should this condensed metal be once over-heated, it will then no longer harden from that lower degree, but only from a heat nearly approaching that to which it was originally raised. In this case, the condensation, with all its attend- ant advantages, can only be restored by rehammering. The lowest heat at which steel will generally harden, is a dull or cherry -red, just visible in day-light ; therefore, to be safe, the same test, that is, a dull red-heat, just perceptible in the dark, is chosen for the process of hammering ; it offers, too, the advantage of coating the article with carbonaceous matter, thereby securing instead of losing by the action of the fire a due supply of carbon, which is of particu- lar consequence. Different modes of performing this part of the process may be adopted. It is de- sirable that the forge should not be under the influence of a strong light; the anvil should be placed as near as circumstances will permit to the flat bed of the forge, and the fire smothered with small fuel, just kept alive by the bellows, so as never to allow the gas bursting into flame. The pieces of steel under treatment are now placed in the smouldering and partially kindled fuel enveloped in smoke, whence they imbibe a portion of carbon, which the hammering heat is insufficient to expel ; they are then brought in succession from the fire to the anvil, and back again to the fire when too cool, the ham- mer is moved quickly, and every part of the steel subjected to its blow. The position of the article is then slightly changed, and the operation continued and repeated as often as needful, till it has been hammered well in every direction. See Tools, as also Tempering. See also Mushet on Steel. STRENGTH OF MATERIALS OF CONSTRUCTION. 1. Direct cohesion.— The power of co- hesion is that resistance which bodies exhibit when force or weight is applied to tear asunder in the direction of their length the fibres or particles of which they are composed. The strength to resist force or weight that produce fracture is as the area of the cross-section acted upon. Hence, multiply the area of the section in inches by the power in pounds (as in the following table) opposite the name of the material, and the product will be equal to the weight in pounds the rod, bar, or piece will just support; but the greatest constant load should never exceed one-fourth. STRENGTH OP MATERIALS OF CONSTRUCTION. 667 Table of the Cohesive Power of Bodies whose Cross-Sectional Areas equal One Square Inch. Woods. Cohesive Power, in lbs. Cohesive Power, in tons. Metals. Cohesive Power, in lbs. Cohesive Power, in tons. 23,400 10-44 Swedish bar-iron 65,000 29'20 19 980 8-92 Russian do 59,470 26'70 Turtosa, African teak. 17*000 7'58 English do 56,000 25'00 Ash 15,780 7'04 Cast steel 134,256 59-93 Teak wood, or Indian Blistered steel 133,152 59-43 14,500 647 Shear do 127,632 56-97 Poona, or Peon 1 2^350 551 Wrought copper 33,892 15-08 12,000 5-35 Hard cun-metal 36,368 16-23 American fir, or pine. . 11,800 526 Cast copper 19,072 8-51 Oak 11,592 5-17 Yellow brass, cast 17,968 8-01 11 500 5-13 Cast-iron 17,628 7-87 Mahogany, Honduras. 11,475 5'12 Tin, cast 4,736 211 11,000 4-91 Bismuth, cast 3,250 1-45 Chestnut, Spanish 10,800 4-82 Lead, cast 1,824 0-81 Alder 9,700 4'33 Elastic power, or direct Larch 9,500 4'24 tension of wrought- Walnut 7,740 3'45 iron, medium qual- Mahogany, Spanish ... 7,560 3'37 ity 22,400 10-00 Cedar, Libanus 7,000 312 Poplar 6,500 2'90 Note. — A bar of iron is extended '000096, or nearly one ten-thousandth part of its length, for every ton of direct strain per square inch of sectional area. The resistance being proportional to the area, the strength of any given bar or bolt will be found by multiplying the sectional area in inches by the tabular number. Table of the relative Weight and Strength of Ropes and Chains. Cireum. of Rope. Weight per fathom. Weight of chain per fath. Proof Strength. Cireum. of rope. Weight per fathom. Weight of chain per fath. Proof Strength. Inches. lbs. lbs. tons. cwt. Inches. lbs. lbs. tons. cwi. H 2} 54 1 54 10 23 43 10 0 44 4 | 8 1 16| 104 28 49 11 11 5 H lOJ 2 10 114 304 56 13 8 5J 7 14 3 54 124 36 63 14 18 64 94 18 4 34 13 39 71 16 14 7 HI 22 5 2 134 45 79 18 11 8 15 27 6 44 144 484 87 20 8 19 32 7 7 154 56 96 OO 13 94 21 37 8 134 16 60 106 24 18 2. Transverse strength, or resistance to lateral pressure . — The strength of bodies to resist fracture in this direction is as the breadth and square of the depth, directly, and inversely as the length. The general formula being Sad~ = l w, where a is the breadth, d the depth, l the length, w the weight, and S a number determined by experi- ment on ditferent materials. When the beam is supported at each end and loaded in the middle, the values of S for different materials have been determined by Mr. Barlow as in the following table — the breadth and depth being taken in inches, the length in feet, and the weight in pounds. Values of S for Elastic strength of Good English malleable iron 2050 Cast-iron 2548 Teak 820 English oak 400 Best Canadian 688 Ash 675 different Materials. Elastic strength of Pitch pine 544 Red pine 447 Riga fir 376 Mar forest fir 415 Larch 280 Note. — It must be observed that these numbers indicate the extreme strengdL The practical man must not depend upon more than a third of these values. 868 STRENGTH OF MATERIALS OF CONSTRUCTION. If the depth is taken, a certain fractional part of the depth as - th, the above formula becomes S d 3 — n l w, ,nl 10 or, d = V- Hence the following rule in words : Rule. — Multiply the length between the bearing in feet by the weight to be supported in pounds and by the number indicating the ratio of the depth to the breadth — divide the product by the tabular value, and the cube root of the quotient equals the dejith in inches ; and the depth divided by the pro- portional breadth is the breadth in inches. Example. — Suppose a uniform beam of cast-iron, 18 feet in length, be required to carry a weight of 20,000 pounds on the middle, between the supports, what must be the breadth and depth, in inches, when the breadth is one-fifth of the depth, and the strain not to exceed one-third of the strength ? We must here take ^s = 850. 88 X 20000 X 5 l'^*8 Hence, = 3 */ 2117'6 = 12'8 in. in depth, and — ' — = 2'56 in. in breadth or thickness. 850 5 2. Given the length and breadtlt of a uniform beam, and the weight it is to support in the middle , to find the required depth ; or the depth given, to find the breadth required. Here, d = — . s a Rule. — Multiply the length in feet by the weight in pounds. Also the tabular value of S by the breadth in inches. Divide the former product by the latter, and the square root of the quotient will give the depth in inches. Or, divide the former product by S times the square of the depth, and the quotient will be the breadth. Example. — Let it be required to find the breadth of a uniform beam of oak to sustain a weight of 6000 pounds in the middle of its length, the distance between the supports being 20 feet, and the depth of the beam 9 inches. The strain to be half the strength. G000 X 20 : 7 '4 inches, the breadth ; and V 6000 X 20 = 9-1 inches, the depth. 200 X 9- ’ ' ~~ ’ " 200 X 7 Note 1. — When the load is not on the middle of the beam, but placed nearer to one end, divide four times the product of the distance of the weight in feet from each bearing by the whole distance in feet, and the quotient equals the length of the beam to be taken into account. Example. — Suppose a beam 80 feet in length with a load placed 9 feet from one end ; required the length to be taken into calculation as affected by the load. 21 X 9 X 4 30 — 9 = 21, and = 25'2 feet effective length. 30 ° Note 2, — When the load is distributed over the whole length of a beam, it will bear double the as- sumed load as above ; hence, in such cases, the divisors must be doubled. Note 8. — When a beam is to be fixed at one end and the weight placed on the other, take only one- fourth of the tabular number for the divisor; but if the weight is to be laid uniformly along its whole length, use one-half. Example to Rule 2. — Required the depth for the cantilevers of a balcony of cast-iron to project 4 feet, and to be placed 5 feet apart, the weight of the stone part being 1000 pounds, the breadth of each can- tilever 2 inches, and the greatest possible load that can be collected upon 5 feet in length of the balcony 2200 pounds. 1000 + 2200 = 3200 lbs.; and 800 = 2 = 400, the divisor. Hence, V 3200 X 4 . , , , , = 4 inches, the depth required. 400 X 2 Deflection of rectangular beams.— To ascertain the amount of deflexion of a uniform beam of cast-iron supported at both ends, and loaded in the middle to the extent of its elastic force. Rule. — Multiply the square of the length in feet by - 02, and the product divided by the depth in inches equals the deflexion. Example . — Required the deflexion of a cast-iron beam 18 feet long between the supports, 12’8 inches deep, 2'56 inches in breadth, and bearing a weight of 20,000 pounds in the middle of its length. 18 2 X '02 7 = 506 inches from a straight line in the middle. 12-8 Note. — For beams of a similar description, loaded uniformly, the rule is the same, onl) multiply by 025 in place of '02. To find the deflexion of a beam when fixed at one end and loaded at th e other. Rule. — Divide the length in feet of the fixed part of the beam by the length in feet of the part which yields to the force, and add 1 to the quotient ; then multiply the square of the length in feet by the quotient so increased, and also by T3 ; divide this product by the middle depth in inches, and the quo- tient will be the deflexion, in inches also. Multiply the deflexion so obtained for cast-iron by -86, the product equals the deflexion for wrought iron ; for oak, multiply by 2'8 ; and for fir, 2'4. STRENGTH OF MATERIALS OF CONSTRUCTION. (169 A Table of the Depths of Square Beams or Bars of Cast-Iron, calculated to support from 1 cwt. to 1* tons in the Middle, the Deflexion not to exceed 1-40 th of an inch for each foot in Length,. Lengths in feet. 4 6 8 10 12 14 16 i8 20 22 24 26 28 30 Weight Weight i 5 f a 4 4 4 5 CL s i 5 5 ft in cwt. in lbs. a o a a a a a a a a a « « a In. In. In. In. In. In. In. In. In. In. In. In. In. In. 1 cwt. 112 1-2 1-4 1-7 1-9 2-0 2-2 24 2-5 29 27 29 39 31 3-2 2 124 1'4 1-7 29 2'2 2-4 2-6 2-8 39 3-1 39 3-4 39 37 3-8 3 336 16 1-9 2-2 2-4 27 29 31 39 3-4 39 3-8 39 41 4*2 4 448 1-7 2-0 2-4 2'6 29 3-1 39 3-5 37 39 4*0 42 43 4-5 r> 560 1-8 2'2 2*5 28 3-0 39 35 37 39 41 43 4-4 4*6 4-8 G 672 1'8 2'2 2-0 29 32 34 37 39 41 49 45 46 4-8 59 7 784 1-9 23 2'7 30 33 39 3-8 41 4-2 4-4 49 4-8 59 5-2 8 896 2-0 2-4 2'8 31 34 37 3-9 4-2 4'4 49 48 59 59 54 9 1,008 2-0 2-5 2-9 32 35 3-8 4 0 49 49 47 4-9 5-1 59 5-5 10 1,120 21 26 30 3'3 36 39 4-2 44 47 49 5*2 59 5'4 57 11 1,232 2-1 2'6 30 34 37 40 4‘3 4 5 4-8 59 59 5*4 59 58 12 1,344 2-2 2'7 3'1 35 3-8 41 4’4 47 4‘9 5-1 5-3 55 57 59 13 1,456 2*2 2-7 31 35 3-8 42 4'4 47 49 5*2 54 59 59 69 14 1,568 23 2'8 3-2 3'6 39 4'2 45 4-8 5*0 59 5-5 57 6-0 6-1 15 1,680 23 2'8 3'2 36 4-0 49 46 49 5*2 5*4 5'6 58 6-1 0-2 16 1,792 2-4 2-9 3'3 37 4-0 4-4 47 59 52 5-5 57 59 6'2 6*4 17 1,904 2'4 29 3’4 3'8 4-1 44 47 59 59 5-5 5'8 6*0 6’2 6-5 18 2,016 2-4 30 34 3-8 42 45 4'8 57 5-4 59 59 6-1 04 6*6 19 2,128 2-5 3-0 3-5 39 42 49 4’9 59 5'4 57 69 6-2 6'5 6 7 1 ton. 2,240 2-5 3-0 3'5 3-9 4-3 49 49 5-2 5'5 5-8 6*0 69 65 6*6 H 2,800 2-0 3'2 37 4-1 45 49 5‘2 5'5 5-8 61 6*4 69 69 7-2 4 3,360 2-8 34 39 4-3 47 57 5'5 5-8 O'l 64 6*7 79 7*2 7-5 1-1 3,920 2-9 3-5 4*0 4-5 4-9 59 57 69 69 07 69 7-2 7'5 77 2 4.480 2-9 35 41 47 57 5'5 59 6*2 69 6-8 7-2 7-6 77 89 24 5,600 31 3'8 44 4-9 55 5’8 G'2 6*6 6*9 79 7-6 79 8'2 8-5 3 6,720 3-3 40 4'6 51 57 67 6’5 69 7’3 79 79 8-3 89 89 34 7,840 3-4 4-1 4'8 53 5-8 69 67 71 7'5 79 8-2 89 89 9'2 4 8,960 35 43 4'9 5*5 60 65 79 7-4 7'8 8-2 8'5 89 9*2 9 5 44 10,080 4-4 5-1 57 62 67 7*2 79 89 8-4 8-8 9-1 9-5 9-8 5 11,200 4'5 5-2 5.8 64 6'9 7’4 78 8‘2 89 9*0 9-4 97 107 6 13,440 55 6-1 67 7-2 7.7 8-2 8'6 9*0 9-4 9-8 10-2 10*5 7 15,680 57 6-3 69 7*5 89 8-5 89 9*4 9-8 10-2 109 119 8 17,920 59 66 7 2 7-8 89 8-8 99 97 10-1 10*6 109 119 9 20,160 6*0 6-8 7-4 89 89 90 9-5 100 104 109 119 117 in 22,400 6-9 7-6 82 8-8 99 9-8 109 107 11-2 119 129 n 24,640 7-1 7-8 8-4 99 9-5 10 0 105 119 115 119 129 12 26,880 7-2 79 89 9*2 97 10*2 10-8 11*2 117 12-1 12-5 13 29,120 7-4 8-1 88 9 4 99 10*4 119 145 11*9 12-4 129 14 31,360 7-5 8-3 8-9 9-5 10-4 109 111 117 12-1 129 139 Deflexion in inches. . I •15 ■2 •25 ■3 •35 ■4 •45 •5 •55 9 •65 7 75 Lengths in feet. 10 12 14 16 18 20 22 24 2G 23 30 32 34 36 15 33,600 7-7 8-4 91 97 10-3 10-8 11-4 119 129 12-8 13-2 137 141 145 lo 35.840 7-8 8-5 9-2 9-8 10-4 119 11-5 129 12*5 130 13-5 139 149 147 17 38,080 7-9 8-7 9-4 10-0 10-6 11-2 117 12-2 127 13-2 13 7 141 1 4*5 149 18 40,320 8-0 8-8 95 107 10-8 119 119 12-4 129 13-4 139 143 147 15-1 19 42,560 81 8-9 96 103 10-9 1 1-5 12-2 129 13 1 139 141 14-5 159 15-4 29 44,800 90 9-7 104 no 119 12-5 127 13 2 13 8 14-2 147 15-1 15*6 22 49,280 9-2 lo-o 107 11-3 119 12-8 13*0 139 141 149 157 15*5 159 24 53,760 9-4 102 109 11-5 12-2 139 13-4 139 14*4 149 15-4 159 169 26 58,240 90 10 4 lit 11-8 12-4 13-3 139 142 147 15*2 157 16-2 167 28 62,720 9-8 10-6 11-4 129 127 13-5 139 144 159 15*5 169 16*5 179 Deflexion in inches. . •25 •3 •35 •4 •45 •5 •55 •0 •6G •7 •75 •8 •85 •9 1 Lengths in feet. 14 16 18 20 22 24 26 28 30 32 34 36 38 40 30 67,200 10-8 11-5 12-2 12-9 13-5 141 147 15*2 157 16-3 16-8 179 177 18-2 32 71,680 11*0 117 12-4 13-1 13-7 149 14*9 15-5 169 16-5 179 17-5 189 18 5 34 76,160 111 1 1-9 12-6 13-3 139 14-5 151 157 16-2 16*8 179 17-8 189 18-8 36 80,640 11-3 12-0 12-8 13-4 111 147 159 159 16-5 179 17-5 189 18-5 199 38 85,120 11-4 12-2 130 13 6 14 3 149 15 5 161 167 17-2 17-8 189 18-8 199 40 89,600 12-4 13-1 13-8 14-5 15-1 157 16-4 169 17'5 189 18-5 101 19-5 42 94,080 12'5 13-3 140 14-7 159 159 16 5 171 177 18-2 187 199 19-8 44 98,560 12-7 13*5 142 149 15*5 161 10-8 17-4 179 18'5 199 19-5 20*0 46 103,040 12-8 13 6 14*3 150 157 169 170 179 181 187 19-2 19-8 209 48 107,520 I3'0 137 14-5 152 159 16*5 17 1 177 189 18'8 19-4 20*0 20-5 50 112,000 13-8 14-6 159 169 16 6 17-3 179 18-5 199 199 20-1 207 52 116,480 14-0 147 15-5 16 2 16-8 17-5 18-1 187 19'2 198 20*3 21-0 54 120,960 14-1 14-9 15-7 169 179 179 182 18-8 19*4 199 20*5 21-1 56 125,440 14-3 150 15 8 16*5 17-1 178 18-4 199 199 207 20*7 219 58 129,920 14-4 15-1 159 16 6 179 17*9 18-5 192 197 209 20*9 21-4 60 134,400 14-5 15-3 160 167 17-4 18-1 187 199 199 20*5 241 219 Deflexion in inches. •35 •4 ■45 •5 ■55 •6 |95 7 75 •8 •85 •9 95 19 670 STRENGTH OF MATERIALS OF CONSTRUCTION. Examples illustrative of the Table. — 1. To find the depth of a rectangular bar of cast-iron to support a weight of 10 tons in the middle of its length, the deflexion not to exceed l-40th of an inch per foot in length, and its length 20 feet, also let the depth be 6 times the breadth. Opposite 6 times the weight and under 20 feet >n length is 15'3 inches, the depth, and l-6th ol 15'3 = 2'6 inches, the breadth. 2. To find the diameter for a cast-iron shaft or solid cylinder that will bear a given pressure, the flexure in the middle not to exceed l-40th of an inch for each foot of its length, the distance of the bear- ings being 20 feet, and the pressure on the middle equals 10 tons. Constant multiplier T7 for round shafts, then 10 X TV = 17. And opposite 17 tons and under 20 feet is 1T2 inches for the diameter. But half that flexure is quite enough for revolving shafts : hence 17 X 2 = 34 tons, and opposite 34 tons is 13'3 inches for the diameter. The preceding tables of the strength of cast-iron bars are the data of recent experiments by Mr Hodgkinson of Manchester, and extracted from his new edition of Tredgold on the strength of cast-iron. This gentleman has also made extensive experiments for obtaining the strongest form of t section for beams, the following of which is the strongest form yet obtained. J The bottom flange B is as 6 to 1 of the top flange T, or contains 6 times its sectional area. He also gives the following rule for ascertaining the ultimate strength of beams of cast- iron of the preceding section and proportions. Multiply the sectional area of the bottom flange in inches by the depth of the beam in inches, and divide the product by the distance between the supports, also in inches, and 514 times the quotient will give the breaking weight in cwts. Table of the Weight of Modulus of Elasticity of various Metals Name of Metal. Modulus of Elas- ticity, in lbs. Name of Metal. Modulus of Elas- ticity, in lbs. Steel 29,000,000 24.920.000 18.400.000 13.680.000 Gun-metal Brass 9.873.000 8.930.000 4.608.000 720,000 Tin Lead Note. — Modulus of elasticity, or measure by which the comparative stiffness of bodies may be ascer- tained: thus, the modulus of elasticity for oak is 1714500, and for cast-iron 18400000, or 10'7 times that of oak; therefore a piece of cast-iron is 107 times as stiff as a piece of oak of equal dimensions and bearing. A hard body is that which yields least to any stroke or impressive force; and in uni- form bodies the degree of yielding is always proportioned to the weight of the modulus of elasticity. Resilience, or toughness of bodies, is strength and flexibility combined ; hence any material or body which bears the greatest load, and bends the most at the time of fracture, is the toughest. Annexed i9 a Table of experiments on rect- angular bars of malleable iron by Mr. Bar- low, for the purpose of determining the point of neutral axis, the centre of compression, and the greatest deflexion to which railway bars or lines of rail might be submitted without causing permanent injury to the pro- perties of the iron. Note. — Distance between the bearings 33 inches ; breadth of bar 1 j inch ; depth 3 inches. The neutral axis was found to be l-5th of the depth from the top of the bar ; the centre of compression §ds of that fifth above the neutral axis ; and the rule for obtaining the utmost degree of deflexion as follows : Divide '22 by 4-5ths the depth of the bar ,n inches, and the quotient is the utmost de- flexion that can be suffered with safety on bearing 33 inches apart. To find the weight that railway bars will support. — Observe, that whatever figure may oe given to the transverse section, the head, or top portion of the rail, is generally sup- posed to occupy the 2-5ths of the whole section ; or, in the larger description, to have two inches sec tion, and to be one inch deep, and that the lower web be the same depth as the head Weight in tons. Deflexion in inches. Deflexion per half ton. Remarks. T25 ■500 TOO T50 2-00 2-50 8-00 350 4-00 4-50 •50 TOO T50 2-00 2- 50 300 3- 50 4- 00 4-50 •50 TOO T50 2-00 2- 50 3- 00 3-50 7-50 •043 •059 •074 •083 •095 •101 •109 •120 T31 T48 •017 •037 •052 •061 •064 •078 •089 T02 T24 ■003 ■050 •060 •074 •093 • 110 ' T49 015 009 012 006 008 Oil Oil 017 015 009 003 014 011 013 022 020 010 014 019 017 Mean, ‘0103. k) = 4F Neutral axis, Y 1 : 4-9. Elasticity preserved at 4 j tons. Mean, ‘0108. w — 4R Neutral axis, 1 : 4-9. Elasticity injured. The depth of this bar only 2 1 inches. Mean, -0173. Bent 8 inches. w = 3. Neutral axis, 1 4 9. Elasticity pre- served, 3 tons. STRENGTH OF MATERIALS OF CONSTRUCTION. 671 Resistance of the head or upper portion of the rail. — Rule. — Subtract, the thickness of the middle rib from 2 inches, and multiply the remainder by 10. — Again, subtract an inch from the whole depth, and multiply the remainder by 12; then divide the former product by the latter and the quotient equals the resistance, in tons, due to the head, not including the continuation of the middle rib. Resistance of the centre rib. — Rule. — Multiply the whole depth of the rail in inches by the whole depth minus ^ an inch, and that product by 10 times the thickness of the rib; jd of the last product equals the resistance, in tons, of the middle rib continued through the whole depth. Resistance of lower web. — Rule. — Multiply the whole depth of the rail, minus 1 inch, by the breadth of the bottom web, minus the thickness of the rib, and that product by 10. — Again: from the whole depth of the rail subtract 1 inch, and to 12 times the square of the remainder add 6 times the remain- der, and call this the first number. From this subtract twice the remainder, and add 1, and call this the second number. Then say, as the first number is to the second, so is the product obtained in the former part of the rule to the resistance of the lower web, not including the continuation of the mid- dle rib. Then, the sum of these three resistances multiplied by 4, and divided by the clear bearing length, will be the weight, in tons, that the rail will sustain without injury. Ex. 1. Let the depth of a rail be 5 inches, with a plain rib, whose thickness is -9 of an inch ; required the greatest weight that it ought to be required to bear. R . , fl , < (2 — -9). X 10 = 11 ) 11 no Resistance of head j (5 _ x 12 = 54 \ 54 = °' 2 ' 44 X 5 X -9 X 10 67-5 , 4 X 67'7 , . , Resistance of rib = — — ; and, 8*21 tons, the greatest weight; and 3 67*7 33 6 & ’ •22 the deflexion with this weight — =-05 of an inch nearly. 5 4-5 Ex 2. Suppose a rail with bottom web, the depth of rail being 5 inches, the thickness of rib 6 of an inch, breadth of section of lower web 1 '32, and weight 50 lbs.; required the greatest load. Resistance of head j j j * jj> II 1 j j- ~= 0'26 tons. t, • . . .,4$' X 5 X -6 X 10 Resistance of rib = 45'00 do f (5 — 1) X '72 X 10 X 28-8 Lower web I 12 (5 — l) 2 -f- 24 = 210, or 1st number j ( 216 — 7 = 209, or 2d number Then 210 : 209 : : 28-8 : 27'94 = 27'94 And 73 2 X 4 33 = 8'75 tons, the greatest weight. 73-20 ON THE STRENGTH OF COLUMNS, OR POWER OF RESISTANCE TO COMPRESSIVE FORCE. Ti jle of Practical Formulce by which to determine the Amount of Weight a Column of given Dimen- sions will support in lbs. For a rectangular column of cast-iron For a rectangular column of malleable iron For a rectangular column of oak For a solid cylinder of cast-iron For a solid cylinder of malleable iron For a solid cylinder of oak Vote. — AV = the weight the column will support in lbs. b = the breadth in inches. 1 = the length in feet. d = the diameter in inches. 15300 lb 3 ~ 4 b- + 18 l r 17800 lb 3 ~ 4 6 s + -16 A 3960 lb' W — 4 6 2 + -5 P' _ 9562 d‘ ~4d 2 + -18 A 11!25 d' ~ 4< i 10-25S “ “ 2 “ “ i 10964 “ “ i “ i 9-024 1) Vol. II— 4: 674 STRENGTH OF MATERIALS OF CONSTRUCTION. Strength of Woods when Pulled in the Direction of their Length. Names of woods. > Specific Gravity, a Acacia 0-860 Alder Ash 0-840 0-780 Ash 1 Ash Ash, red, seasoned 0-812 0-685 “ white, seasoned Bay '. | Bay 0-720 Beech Birch 0-640 0-990 0-400 0-540 Box Cedar Cedar Chestnut, horse 0-610 0-610 0-877 “ do., 100 years in use... Citron Citron Cypress ! Damson 0-790 0-340 Deal, Norway spruce “ ditto. 0-460 0-460 0-460 0-470 0-498 0-472 “ ditto. “ ditto. “ . English “ Scotch, white “ “ yellow Elder I Elm Fir, American 0-416 “ Riga “ Russian 0-459 “ ditto “ ditto “ Mem el, seasoned “ weakest “ strong red “ strongest “ ditto Hawthorn 0-910 Hawthorn Holly 0-760 Jujube Jasmine Jasmine j Laburnum 0920 1-010 1-022 0'636 0-496 0-470 “ Scotch, seasoned “ “ very dry Force ecessai-y to tear asunder 1 sq. in. in lbs. Avd. 1G-000 14-186 7- 667 17-379 16- 700 19-600 17- 000 12-000 17-892 14-220 14- 572 10-220 22-200 17- 709 15- 000 15- 500 6-300 11- 400 4- 973 12 - 100 10-500 12-168 8- 176 12-782 5- 105 6- 895 14-000 18- 100 17- 600 1 2-400 12- 300 14-000 7- 000 4-290 8- 478 10-230 13- 489 8- 874 9- 072 10-008 10000 9-792 10- 876 8-280 11- 040 12- 420 13- 000 10- 700 9-200 16- 000 18- 915 12-020 11- 756 10-500 23- 400 24- 696 11093 7-888 7 020 Names of woods. Specific Gravity, a Lemon Lignum Vitte 1-220 Lime-tree 0-760 Mahogany 0-870 Mahogany 0-800 Maple, Norway 0-793 Mulberry 0-660 Mulberry 0-660 Mulberry 0-673 “ ditto, old “ ditto 0-760 0-760 0-700 “ pile out of River Cam 0-610 0-670 “ ditto 1-068 0-660 0-660 0-771 0-828 1-164 “ Norway 0-590 0-660 “ St. Petersburg 0-550 0-490 0-360 0-700 0-690 0-530 “ Java, seasoned “ Malabar, seasoned 0-697 0-688 0-619 Walnut 0590 0-390 Willow, dry 0790 Force 9- 457 11-800 23-500 20- 582 21- 800 16- 500 12-186 10- 584 17- 400 10-600 14-054 11- 501 11- 412 7- 704 8- 820 10- 224 14- 000 15- 000 19-800 4-500 7-700 16079 9-043 9-985 13- 659 16- 300 14- 000 12- 839 13- 602 14- 685 7- 818 12- 096 13- 176 12- 400 14- 300 13- 100 13-300 11- 351 12- 782 8- 308 11-501 7- 200 6- 641 4- 596 5- 878 8- 822 18- 600 13- 000 6'895 11- 247 8-200 14- 220 13-140 13-194 7- 800 14 000 12- 782 7- 628 8 - 000 STRENGTH OF MATERIALS OF CONSTRUCTION. 675 Transverse strength of timber . — The following table contains the results of five different series of ex- periments upon the strength and qualities of different sorts of timber. The experiments are detailed at considerable length in Yol. Y. of the Professional Papers of the Royal Engineers. The names of the experimenters are given at the top of the columns in which the mean results of their experiments are contained. W l The transverse strength S is calculated from the common formula -, in which W is the weight in 4 a cr pounds necessary to break a beam of l length, a breadth, and d depth, and supported at the ends ; oi S may be taken as the resistance of a rod an inch square. Table of the Transverse Strength of Timber. Names of woods. OBSERVERS. Mean. LT. NELSON, j CAPT. YOUNG j MR. MOORE. MR. BARLOW. LT. DENISON. sp. gr. S. sp. gr. s. sp. gr. S. sp. gr. S. sp. gr. S. sp. gr S. African Oak 885 2484 962 2522 982 2493 1024 2595 988 2523 Ash, English 700 2026 700 2026 kk American oil 1550 042 2041 626 1795 u u Swamp 925 1165 925 1165 u “ Black 533 861 533 801 Beech, English 090 1550 696 1556 American White. 7ii ioso 711 1380 “ “ Red... 778 1720 772 1758 775 1739 Birch, Common 711 1928 711 1928 “ American Black. . 6 82 i848 649 1810 679 2525 670 2061 u “ Yellow. 750 1335 756 1335 Cedar, Bermuda 748 1395 H'ji 748 1443 Gaudaloupe 75(3 2044 756 2044 u American White. 3o4 700 354 700 u of Lebanon 330 1493 330 1493 1013 605 551 579 782 u Canada Rock 700 1809 751 2072 725 1970 Hickory, American 871 1672 2447 786 2PJ2 83« 2205 831 2129 “ “ Bitter Nut 871 1465 871 1465 Oak, English 834 1029 810 ioio 934 1672 733 1 550 829 1694 *• American White . . 645 1699 830 1699 872 1766 772 1809 779 1743 “ “ Red 940 1709 964 1005 952 1687 u li Live 1100 1862 1160 1862 u Adriatic 7is i 509 993 1383 855 1471 “ Dantzic 684 1579 756 1457 720 1518 u Italian 790 1688 796 1088 “ Lorraine 790 1483 796 1483 u Memel 727 1005 727 1605 Pine, American White.. 453 1456 iio i()73 432 1160 432 1229 “ “ Red .... 621 1944 1799 521 P289 657 i:iii 500 1261 576 1527 “ “ Yellow . 516 1188 553 1102 450 1266 508 1185 “ “ Pitch . . . — 000 1632 820 1822 740 1727 u Virginia 590 1450 590 1456 u Archangel 551 1370 551 1370 “ Dantzic 049 I486 649 1420 u Memel 001 1348 601 1348 u Prussian 590 1445 590 14-15 “ Riga 562 1687 740 i()79 054 1383 Spruce 503 1346 503 1346 “ American 772 1036 772 1036 Mar-Forest Fir 698 1232 698 1232 Norway Spar 577 1474 577 1474 Deal, Christiana G89 1502 089 1502 Canada Balsam 548 112 ;) 548 1123 Hemlock 911 1142 911 1142 1958 542 995 408 1 052 1335 u Amer. or Tamarak 433 911 433 911 Licmum-ViLe 1082 2 oi:i 1082 2013 Mahogany, Nassau 812 1752 iyiH 525 1503 068 1719 Mangrove, Bermuda Bl'k 1188 1699 1188 1699 u “ White 951 1985 951 1985 Teak 719 1898 723 1964 745 2462 729 2108 Poon 708 1687 579 2221 673 1954 710 1867 Sneeze wood 1006 3305 1060 3305 Yellow-wood 920 2103 926 2103 Greenheart 970 8471 1000 2759 985 2615 Wallaba 1147 1643 1147 1043 Bullet-tree 1075 2733 1029 2651 1052 2092 Kakarally 1223 2379 1223 2379 Crab-wood 648 1875 648 1875 Locust 954 3430 954 3430 Cabacally 900 2518 900 2518 Iron-wood — — 879 1800 879 1800 Sott Maple .... .... 075 1094 675 1694 Remarks. i Sr- e- f when dry. S. Africa. W. Indies. 676 SUGAR-MILL, HORIZONTAL. SUGAR-MILL, HORIZONTAL. By M. Nillus, of Havre. The figures furnish a good example ol file form of machine used for crushing sugar-canes, as constructed by an eminent French engineer, who has devoted his attention, in an especial manner, to the improvement of the apparatus used in the colo- nies for the manufacture of sugar. It differs but slightly from the form usually adopted by English makers. Many improvements have been recently proposed, but we have preferred giving engravings of the more simple and compact form which is still mostly in use. The conformation of the sugar-cane does not render it necessary that, for the extraction of its juice, the cells which contain it should be previously broken, as is the case with sugar obtained from other sources; simple pressure, properly applied, is all that is required for its expulsion. For this purpose the canes are squeezed by being passed successively between rollers disposed somewhat like those of a rolling-mill. In the older form of machines employed for the extraction of the juice, the rollers are placed vertically, and it is only within the last few years that this arrangement has been supersedeo by the sugar-mill with horizontal cylinders, which is not only cheaper in construction and more easily fixed, but by its use the process of feeding is performed with much less labor, and at the same time more efficiently. Fig. 33C5 represents a front elevation of the entire mill, showing the form of the framing, and the general disposition of the cylinders or rollers, and of the feeding-board, returner, and delivering-board. Fig. 336(3 is an end view of the same, showing the geering by which the rollers are driven. 33 ( 36 . Fig. 3367 is a half-sectional plan taken on the line v — w, in Fig. 3365. Fig. 3368 is a similar half-section taken on the line x — y. Fig. 3369 is a vertical transverse section, through the centre of the mill, exhibiting the form of section of the framing or standards, and the internal construction of the top-roller, with its gudgeon and bear- 'UgS; Fig. 3370 is a longitudinal section of the entire mill, in which the arrangement and dimensions of the rollers and their gudgeons, and the disposition of the feeding-board, returner, and delivering-board, are most distinctly represented. Fig. 3371 is a longitudinal section of one of the lower or feeding and delivering rollers, and of one ot the driving pinions. Fig. 3372 a front elevation of the three driving pinions, corresponding in position with their respec- tive rollers, as shown in Fig. 3370. Fig. 3373 a detached view of one of the stay-bolts for strengthening the standards. Fig. 3374 is a section of part of the feeding-board, through the socket of one of its supporting columns. Fig. 3375 is a section of that part of the standard through which passes the screw for adjusting the Searings of the feeding and delivering rollers ; and Fig. 3376 shows a face view of one of these bearing; themselves. SUGAR MILL, HORIZONTAL. 677 General description . — The crushing-rollers consist of three strong cast-iron cylinders A B C, mounted between the two massive lieadstocks or standards D D, and so disposed that the periphery of the upper roller A is nearly in contact with those of both the others. The rollers are made from 2^ 1° 3 inches thick, and to give additional strength, are ribbed in the centre. They are traversed by the strong mal- leable-iron gudgeons a b c, fixed into their respective rollers by keys, in the usual manner, and carrying at one extremity the geering by which the rollers are moved. The gudgeon of the upper roller A is made of considerably greater strength than those of the others, as it has to sustain simultaneously the strain of both. The feeding and delivering rollers B and C have small flanges at their ends, between which the top-roller is placed, as shown in Fig. 3369 ; these flanges are for the purpose of preventing the pressed canes from working into the mill-bed. Some makers still continue the practice, once uni- versally adopted, of fluting the top-roller, in order the better to seize the canes, but it is now very gene- rally abandoned, as it is found that after working some time, the surface of the rollers becomes suffi- ciently rough to bite the canes effectively; and the fluted rollers have this disadvantage, that the grooves carry round with them a considerable portion of the expressed juice, which is speedily absorbed by the spongy canes, besides causing considerable waste by breaking the canes themselves. The standards D D are securely fixed to the strong cast-iron sole-plate E, which, besides performing this function, is constructed of such a form as to serve as a receptacle for the collection of the expressed juice. For this purpose that part of the sole-plate marked F, which lies between the two standards, is made to slope downwards from all sides, thus forming a species of trough or cistern, the bottom of which communicates with the gutter e, also cast of a piece with the sole-plate, and through which the juice runs off into the proper receptacles. The whole mill rests upon, and is bolted firmly to its foun- dation G, which, in the example before us, consists of two strong beams of timber, but more generally a stone foundation is preferred. The bolts/// which serve this purpose, pass through foundation, sole- plate, and standards, so that the whole are at once bound together. The standards D D are formed with indentations for the purpose of receiving the bearings H H of the feeding and delivering rollers. These bearings consist of a single brass bush for each journal, and their form, as well as the mode of their adjustment, is shown detached from the machine in Figs. 3375 and 3376. To regulate the distance of the rollers from each other, and to compensate for the wear and tear of the bearings, these latter are so formed as to be capable of being moved to a greater or less distance from the centre of the mill, and for this last purpose the bearings are made of considerable thickness at the points opposite to which the strain is applied. A projecting tongue on the under side of the brass fits into a corresponding groove in the standard, by which means the bearing is guided laterally, and its motion is circumscribed to the required limits by a small projection d, cast upon the standard. A small gutter g, which is indicated by the dotted lines in the general elevation, is also cast upon the standard round the sole of the bearing, by which the oil applied for its lubrication is prevented from fall- ing into the mill-bed, and is carried round to the outside of the mill. A strong screw h passes through the end of the standard opposite to the centre of each bearing, and works into a nut i sunk into it for the purpose of adjusting the lower rollers. The cheeks 1 1 of the standards through which the screws h h pass, are united to, and consolidated with, the main body of the lieadstocks, by the strong bolts K K, fixed to the latter by cotters, and se cured externally by nuts, after traversing the upper extremities of the cheeks II and the cast-iron fer ules k k, which serve to fill up the intermediate space. See Fig. 3373. The axis a of the upper roller revolves in the brass bearings L L, which consist of double brass bushes fitted into the upper portion of the standards D D. They are surmounted by the massive caps or covers >1 M, which are retained in their places by strong bolts N N, traversing the whole height of the stand- ards, and secured under the sole-plate by cotters. These bolts serve likewise, by means of the nuts n n, to regulate the pressure to which it may be thought expedient to subject the upper roller. Between the lower rollers is placed a cast-iron plate 0. called the returner ; it is usually made con- cave upon its upper surface, and is serrated at the edges to admit of the free flowing of the liquor to the mill-bed. At each extremity it is furnished with projecting tails, which pass through slots in the 678 SUGAR MILL, HORIZONTAL. standards, and are supported by the slips of wood P P, which may be made of greater cr less thickness according as it is found necessary to elevate or depress the returner. The use of the returner is to direct the canes which have been crushed between the top-roller A and the feeding-roller C, so that thev may be again subjected to pressure between the former and the delivering-roller B. The three rollers ABO are simultaneously set in motion by the strong spur-pinions Q R S, fixed by keys upon the extremities of their respective gudgeons and geering together, as shown in Fig. 3372. The pinion of the upper roller, which communicates motion to the others, is itself set in motion by the driving-shaft, through the intervention of a clutch or coupling-box, fitting into the teeth q q q, which are cast upon it. To provide for the varying resistance arising from irregular feeding, or from the acciden- tal crossing of the canes, by which accidents the engine is liable to be brought up so suddenly as to en- danger the breaking of the fly-wheel shaft, it is necessary to make all these connections of unusual size and weight. The best surface speed for the rollers is 3'4 or 3'6 feet per minute. The feed-board P consists of a flat plate of cast-iron, strengthened by feathers on its under surface. It is set at a considerable inclination, and furnished with sheet-iron sides, and its purpose is to convey the canes regularly and equably from the hands of the feeder to the mill. The feed-board rests upon two cast-iron columns 1 1, fixed by cotters at their lower extremities to the edge of the mill-bed. Fig. 3374 shows the mode of their attachment to the feed-board. On several sugar estates a continuous system of feeding has been recently adopted, and might, we think, be generally employed with advantage. This consists of an endless web of cloth, carried by two parallel rollers, on which the canes are laid. One of the rollers receives motion from the mill itself, and consequently the cloth progresses regularly, carrying the canes with it, and delivering them to be crushed between the feeding and upper rollers. By this means the canes are all presented to the action of the rollers in a longitudinal direction, and in the most equable and regular manner ; whereas, when spread on the hopper by the hands of the negroes, the quantity admitted is sometimes too large and sometimes too small, which has the disadvantage, in the one case, of permitting a portion of the canes to pass between the rollers without receiving the due amount of pressure, and in the other of unneces- sarily straining the mill. The delivering-board U, by which the crushed canes are withdrawn from the mill after the juice has been expressed, consists, like the feed-board, of a cast-iron table, set at a great angle, and fitted close to the delivering-roller B, so as to detach any small portions of the canes that may adhere to it, and might otherwise mix with the liquor. It is made so as to turn upon pivots at the top of the small columns u it which support it. Action of the machine . — The action of the sugar-mill is so obvious as scarcely to require to be spe- cially noticed. The sugar-canes, having been previously cut into short lengths of about three feet, are brought to the mill tied up in small bundles; there the feeder unites them, throws them on the feed board T, and spreads them so that they may cross each other as little as possible. They are drawn in between the feeding and top rollers A and C, where they are split and slightly pressed ; the liquor flows down and is received into the mill-bed F, while the returner O guides the canes between the top and delivering rollers A and B, where they receive the final pressure, and sliding down the delivering- board U, are turned out on the floor of the mill, while the liquor runs back and falls into the mill-bed. When circumstances will admit of it, it is desirable that the mill should be situated at such an eleva- tion above the rest of the sugar apparatus as to render it unnecessary to raise the juice which flows through the gutter e by pumping, as the contact of the air occasioned by the agitation of the liquor in the pump-barrels tends to throw it into a state of fermentation. In very many cases, however, a pump is attached to the sugar-mill, and is worked by suitable geering affixed to the gudgeon a of the upper roller, wliich in our figures is shown of sufficient length to effect this purpose if required. Literal References. , A, the upper roller or cylinder. «, the gudgeon or shaft of the upper roller, upon which it is fixed by keys. B 0, the delivering and feeding rollers. b c, their respective gudgeons. D D, the standards or headstocks of the mill. d d, small projections thereon for guiding the bearings of the rollers B and C. E, the sole-plate, to which the standards D D are fitted, and which is also formed intc F, the mill-bed, into which the expressed liquor flows. e, the gutter for withdrawing the liquor from the mill-bed. fff 6 )e holding-down bolts of the mill. G G, strong beams, forming the foundation of the mill. g g , gutters for withdrawing the superfluous oil from the bearings of the rollers B and C. H H, brass bushes, forming the bearings of the rollers B and 0. hh, regulating screws for the adjustment of the rollers B and C % i, their nuts, sunk into the framing. 1 1, the cheeks of the framing, traversed by the screws li h. K K, cotter-bolts, for strengthening the cheeks 1 1. k k, cast-iron ferules on tiie bolts K K. L L, the brass bearings of the top-roller. M M, the plummer-block covers of the top-roller. N N, the plummer-block cover bolts, which also regulate the pressure upon the top-roller by meara jt the nuts n n. O, the returner, fixed between the lower rollers, and serrated at each edge. P P small slips of wood for supporting the returner. SUGAR BOILERS. 6 <9 Q, a stroDg spur-pinion on the gudgeon of the top-roller. On its face are also cast the projections q q q, engaging with similar projections on the coupling-box of the driving-shaft. RS, spur-pinions on the gudgeons of the lower rollers, geering with the pinion Q. T, the feed-board. 1 1, small columns for supporting the feed-board. U, the delivering-board, fitted with hinge-joints, to admit of its turning upon u u, the small columns upon which it is supported. 3377. Fig. 3377 represents a five-roller sugar-mill built by Nellius in France for the French colonies. The mills used for grinding the cane are generally placed ten to twelve feet from the ground, in ordei !o give sufficient fall for the juice to flow into the juice-boxes, and from them into the kettles. 3378. The thickness of the shell of the rollers in those mills constructed by Leeds & Co., New Orleans represented in Fig. 3378, varies from 2^ to 3 inches, according to size ; the depth of the eye of the roller is 12 inches in all these mills. The shafts are of wrought-iron. The journals vary in size from 7J to 8J inches in diameter. The boxes in which the journals revolve are of brass, lined with “ Babbitt’s metal.” The return plats, about which there is a great difference of opinion respecting their proper position, are placed from one to two inches below the top-roller. The cane-carrier is from fifty to ninety feet in length, according to the height at which the mill is placed. SUGAR BOILERS, Reed’s improved. The art of making sugar consists in separating the crystal- lizable sugar from the liquor of the cane. This liquor often contains more than 70 per cent, of its weight of sugar, and, in some instances, this amount has been extracted from the cane. Sugar is also obtained from the beet, the maple, the melon, the carrot, the turnip, the green Indian corn plant, and from many other substances. Extensive manufactories of beet sugar are now in operation on the con- tinent of Europe, and in our forests vast quantities of maple sugar are annually manufactured. Fig. 3379 is a view and description of parts of Mr. Knight Reed’s patent Flue Boiling Sugar Pans, to whom was awarded a silver medal, by the American Institute, at the late Fair of October, 1850. ABC, boilers. D E, clarifiers. F G H 1 1, flues. J K L M N", stopcocks for drawing off syrup. 0, stop- ;ock for drawing off syrup from striking-teache. P, damper between striking-teache and second boiler. R. damper, closing flues to striking-teache. S, door for draft. 7’, damper for shutting oft’ fire from flues So striking-teache. U J stop-cock for drawing off washings. V, damper for shutting off the tire from 580 SUGAR BOILERS. going directly under the clarifiers, sending the draught through the teache and all the boilers. W W dampers for shutting off draught from clarifiers D E. XXX, feeding-doors to the boilers. Y Y, feediug doors to clarifiers. Z Z Z, doors for drawing the ashes from under the boilers. The sugar-cane is twice subjected to the action of the mills, or is passed through two sets of rollers of which the second pair are adjusted more closely together than the first. By this process, the sugar- cane comes out from the rollers nearly dry, but some juice is still retained by the capillary forces ol the plant, and cannot be entirely separated from it by any degree of pressure. The liquor thus pro- duced soon undergoes fermentation if left to itself, and by very slight causes is changed into substances of a nature entirely different from the pure solution of sugar, of which it at first consisted. Among these substances are mucilage, lactic acid, alcohol, and carbonic acid. To prevent this change by fer- mentation, the liquor, as soon as possible after it is expressed from the cane, is exposed to a high heat. This checks its tendency to ferment. As it comes from the mill, the juice is passed through a sieve or coarse cloth, to separate the coarse 6olid feculencies. It then flows from the mill-bed into channels through which it is conducted to re- ceivers. These are generally two in number, placed in a situation as cool as possible, to diminish the tendency of the liquor to ferment. They are also usually on a higher level than the boiling-house. The crushed cane-stalks are carried from the mill to the trash-house, which, on large plantations, is a building about one hundred feet long, eighteen feet wide, and fourteen feet high. In these the cane- trash is carefully spread out, and means taken to render it perfectly dry. When dry it is employed as fuel. When the receiver, is filled with cane-liquor, a valve is opened, and the liquor flows out through a channel lined with sheet-lead, into the clarifiers D and E, Fig. 3379. In the ordinary method, a fire is lighted under these clarifiers, and lime is stirred into the cane-juice. The liquor soon becomes heated, and the temperature gradually rises till the thermometer stands at about 210°. As the heat increases, minute bubbles of air make their appearance, and a greenish-gray scum forms upon the surface of the liquor. The temperature is not allowed to rise to the boiling point, as the motion thus produced in the liquor would break the scum at the top, and mingle it again with the fluid by carrying down the fecu- lencies which had risen to the top. In about forty minutes, the scum attains a thickness which causes it to “ crack,” or to divide into white froth, as watery vapor rises up and forces its way through. Wheu this is observed, the liquor is skimmed for about ten or twelve minutes, after which, if circumstances will admit of the delay, the fire is damped, and the cane-liquor is allowed to remain undisturbed in the . The following description and figures will give a correct idea of the apparatus and its mode of working. Rillieux’s boiling apparatus is composed of three or four pans. The four-pan apparatus . — The cane-juice, after having passed the clarifiers and filters, flows into a vat, from which it is pumped in the first pan A, through a pipe a, Fig. 3385, which leads to the back part of that pan, on which pipe there is a stop-cock, which is opened or closed by means of a handle h placed in front of the apparatus, where the man who manages the apparatus is placed ; and, in turning that handle more or less, he can regulate the feeding of that pan, in front of which is a pipe r, Fig» 8383 and 3385, leading the cane-juice to the back part of the second pan B ; on that pipe and under th< first pan is a stop-cock, worked by the hand d, by which the feeding of the second pan B is regulated and in the front, on this second pan and below, is another stop-cock, worked by the hand e ; from that stop-cocx a pipe e' leads to the back of pan 0, to convey the cane-juice, now at the density of 15° Beaume, into said pan; and from this pan a pipe leads to a pump which draws the syrup, now arrived at 28°, from the pan c, and forces it up to the clarifiers E E. In those clarifiers the syrup is heated up to the boiling point and scummed ; from thence it passes through the bone-black filters G G, whence it goes to a vat H, Fig. 3384, below, to supply the fourth or strike pan D. 688 SUGAR BOILERS. Now let us follow the steam : The exhaust steam from the boilers goes through the pipe I, Figs. 3383 and 3384, to the first pan A. Below that is another, K, which brings the direct steam from the boiler and feeds the clarifiers F F and the pumping engine L. At M, Fig. 3384, is a valve which connects the two steam-pipes together, and through which any quantity of direct steam wanted, besides the exhaust steam, can be let into the ex haust steam-pipe I for boiling the juice. The vapors arising from the cane-juice of the pan A are carried down through a pipe h, Figs. 3385 and 3386, and column i, in a cast-iron box, o 2 , steam-chest k. A part of this steam passes up through the column l to feed the second pan B, and passes through the horizontal pipe m, Fig. 3385, and up the column q to feed the strike-pan D. The vapor arising from the second pan B passes through column n and steam-chest k 1 , and up through the column o, to boil the pan C. The vapor from C D passes through the columns p 2 through the horizontal pipe s, and brings the vapor to the condenser s, where it is condensed by means of a jet of water; the vacuum being maintained through the means of an ordinary air-pump T. S is a pipe which connects the pumping engine with the condenser, the third and fourth pan. 3385. The waste water of the first pan A comes down through a pipe into an air-tight chest in the bot- tom-plate of the pumping engine, from w’hich the force-pump u takes it and sends it back to the steam- boilers. The waste water of the second and third pans, which is the condensed water of the vapor arising from the cane-juice in the first and second pans, passes through similar stop-cocks and pipes, which carry it to the small air-pump U, which forces it up to a vat, where it serves for all the cleansings of the establishment. _ ... , „ Three-pan apparatus . — When the three-pan apparatus is used, the cane-juice is pumped into the first pan A ; from thence to the third C ; the second, marked B, is omitted ; whence it is drawn off by the SUGAR BOILERS. 689 pump to the clarifiers, and the juice follows the same course as in the four-pan apparatus, above de scribed. The exhaust steam and the direct steam are let in the first pan by means of the valve M, above mentioned, and the vapor arising from this pan feeds the pan C, and the third pan D, and the vapor of the second C, and third D, goes as in the other apparatus already described to the condenser. The waste water of the second 0, and third D, follows the same course as already described in the four -pan apparatus, to the small air-pump. As the main part of the boiling in the apparatus is effected by the exhaust steam of the mill-engine, the mill must be kept grinding at a uniform speed, and with a contin- ually regular supply of cane ; and as the power of the engine is regulated by the difference of pressure between the steam in the boilers and the steam in the exhaust-pipe, and, as that difference is regulated by the weight, on the valve M, it follows that, in loading that valve M more or less, the different pres- sure of steam, or what is called the effective pressure of the steam, is adjusted in such a way that the mill will furnish as much cane-juice as the apparatus boils — in such a way that the clarifiers, filters, and filtered juice-vat are always kept full. The liquid flows from the mill up to the clarifiers and down to the filters, with the same S23eed as it comes from the mill, the cane-juice passing out of the aforesaid vat as fast as it comes in, to supply the first pan, and from thence to the second pan, (or third, as the case may be,) when it is brought to the density of 29° Beaumti, A small pump is attached to the en- gine to take it out of that pan fast enough to keep the syrup at a certain height in it. The syrup is pumped into one of the clarifiers E as high as the jacket reaches ; when that clarifier is filled to that point the rest of the syrup is turned into the other, which is heated by letting in the steam before it is full ; when the first clarifier has reached the boiling point, the steam is shut off, the scum removed, and the liquid emptied by the cock W into a trough, and thence down to the filters. The only operation which the attendants of the pans have to observe is to keep the juice or syrup at the proper level in the first and second pans, and to feed them as well as the third pan in such a way that the syrup be maintained at 29° Beaumfe in the second pan, (or third, as the case may be,) by open- ing or closing tlie feeding-cocks when the syrup runs too thick or too thin, or when the juice is too high or too low, and also to regulate the pressure of the steam by the valve M. It will be observed that there are two sets of clarifiers EE — one set to boil the syrup, and the other set to defecate the juice as it comes from the mill. When the stop-cocks are regulated they require a constant watching by the person employed at the pans ; but they remain sometimes hours without being moved, or the handles require to be moved more than one-eighth of an inch to one or the other side to keep the cane-juice at the proper height, and the syrup at its proper density. The cane-juice, when it leaves the mill, passes in a constant stream to the clarifier E, from thence to the filters and pans, and returns again to the clarifier F, at syrup of 29° den- sity, and from there it goes through the bone-black filters G G to the vat H, which again supplies the strike-pan, and then, at last, the boiling is done by strikes, as the sugar-boiler calls it. The juice goes from the first into the second in the three-pan apparatus, and from the first to the sec- ond, and from the second to the third in the four-pan apparatus ; because, in the latter apparatus there is more vacuum in the second than in the first, and more in the third than in the second ; and it is that excess of vacuum which draws the cane-juice from one pan into the other. The waste water of the juice-clarifier F F comes through pipe X in the steam-chamber of the first pan ; on which pipe there is a three-way cock, which, when properly turned, sends it directly back to the waste-water pipe t of the first pan. The waste water of the two other clarifiers E E comes directly to the waste-water pipe t of said pan. When the second pan is boiling, the three-way cock is turned to bring said waste water from the cane-juice clarifier to the steam-chamber of the first pan ; arid all the steam arising from said waste water upwards mixes itself with the exhaust steam, and helps the boiling of said pan ; the water flows to the lower row of pipes through the other end of the pan, and mixes itself with the waste water of said pan, and goes down through the waste-water pipe f, mixed with the waste water of the clarifier E E to the closed chest in the bed-plate of the pumping-engine, from whence the whole is pumped back to the boilers in such a way that all the steam condensed in the jacket of the cane-juice and syrup clarifier, and that which has been condensed in the pipe of the first pan, is returned to the boilers. Now, as all the exhaust steam of the mill and pumping engine is used for the boiling of the first pan, it follows that all the steam raised in the boilers, except the small portions which escape from the leak of stuffing-boxes or safety-valves, is entirely condensed and ren- dered available for heating the cane-juice and syrup in the clarifier, and the whole of the waste water heated to the boiling point is sent back to the boiler. In Rillieux’s apparatus the use of the latent heat is carried out more perfectly and fully, perhaps, than in any other system known. The first pan of his apparatus is heated by steam not exceeding a pressure of four to eight lbs. per square inch, and the latent heat of the vapor from this pan is used to evaporate the syrup in the next of the series of pans, and so on. We have seen from the description of this apparatus that he uses an air- pump to form the vacuum, which is worked in connection with the various other pumps by a separate steam-engine, which is placed under the apparatus. Merrick & Town, of Philadelphia, assignees of N. Rillieux’s patent, carried the plans of the highly in- telligent inventor into execution, and developed in its results its admirable adaptation to the purpose for which it was intended. The principle of the successive use of latent heat has been long known and applied for distilling and evaporating, but it has never been applied in connection with vacuum, by which connection only the rapid boiling required for the evaporation of saccharine can be obtained. This is, therefore, an American invention, which will form a new era in the sugar-growing interest of the United States. Mr. Tli. Packwood uses three steam-boilers of ordinary size : the fire-grate extends only under two of them; the third boiler is heated by a return flue, and this is the only fire employed about the whole Vol. II.— if SUGAR BOILERS. GOO sugar-house, generating enough steam to work the grinding-mill, to heat the defecators, supply the ne- cessary quantity of steam to the boiling apparatus, to work the engine for the air, juice, syrup, anq water pumps ; making 12,000 lbs. of sugar in 24 hours. The apparatus is solid and requires very small space, and has a pleasant appearance. The sugar made with this apparatus is of a beautiful light straw-color, of tine large crystal, and free from unpleasant odor, and commanding a good price and ready sale. The price of a Rillieux apparatus varies according to the size ; a three-pan apparatus sufficiently large to take off a crop of 440 hogsheads of first sugar, including clarifiers, bone-black filters, vat for tiltered cane-juice and syrup, three boiling-pans, pumping engine, cast-iron and copper pipes, and all expenses of setting up, is $11,000.* A. Stillman patented an improvement in evaporating saccharine juices in 1843. The invention consists in employing the surplus or waste heat from the " train” in generating steam for grinding cane, pumping, or any other purpose for which it may be required. To supply the deficiency of evaporating power occasioned by diminishing the train of kettles, he sub- stitutes in their place any number of steam evaporators or clarifiers, into which is introduced the “ ex- haust" or waste steam, from the steam-engine. This waste steam, to be made effective, must be intro- duced into the clarifiers or evaporators under a pressure greater than that of the atmosphere, and the effect will be in proportion to the jiressure. The objects of this arrangement are, a saving of fuel and improvement in the quality of the product, and the improvement in the latter respect will be proportionate to that amount of the process of clari- fying and evaporating which is transferred from the ordinary kettles in contact with the fire, to those making use of the waste steam. Fig. 3387 is a section of the sugar- works in which are shown the application of the improvement, and respecting only a general arrangement. A A are the steam-boilers so placed as to receive under them the waste heat from the train ; B, the steam-engine ; E, pump for bringing the liquor from the reservoir to the clarifiers through the pipe F. This pump is not an essential fixture, as the mill is more frequently elevated to a height sufficiently for the liquor to run directly to the clarifiers. GG, the clarifiers; H, the evaporator, which is of the same form and construction as the clarifiers ; IKL, a train of “ coppers” or evaporators, such as are in common use ; M, fireplace for the train ; N, the flue, through which the flame passes from the “ train” under the steam-boilers to the chimney ; O P is also a flue to the chim- ney, so that the flame from the “ train” may be turned off from the steam-boilers at will ; R, exhaust steam-pipe from the engine ; this pipe communicates with the pipes in the clarifiers or evaporators ; S, the escape-valve, by which a pressure is maintained in the exhaust-pipe. The clarifiers are rectangular boxes of sheet-iron, (boiler-plate,) the bottoms of which are double, so as to form a steam-chamber a\ around the top they have a channel-way m, which forms the “skim- ming-spout the skimmings, which it receives, are carried off by a pipe. In addition to the heating surface obtained by the double bottom, there is above it one or more tiers of copper pipes. The method of introducing them is as follows : on two opposite sides of the clarifiers is a cast-iron box riveted, which forms the side chamber b b, and extends the whole length of the clarifier ; this chamber is closed by a movable plate which is fastened by bolts ; these two opposite chambers are connected by the cross- pipes e; the pipes are received into the chambers through “packing-joints,” so as to prevent any com- munication between the steam in the chamber and the liquor within the clarifier. To the top of one of the side chambers there is a cylindrical valve-chamber attached, which receives the steam from the ex- haust-pipe on either side ; from the lower side of this valve-chamber is a steam passage communicating with the chamber b ; this steam passage is opened or closed by means of a sliding-valve d. When the engine is in operation, the waste steam passing through the exhaust-pipe R is admitted through into the side chamber b , and from thence into the pipes c c. and also through apertures into the bottom chamber a. The liquor in the clarifier is then exposed to the heating surfaces of the pipes c e, and also of the “ false” or “ double bottom.” Steam-pipes passing through the liquor have been before employed, but not in combination with the double bottom. The advantage of this combination is this: by using the pipes alone, that portion of the liquor beneath them would be in a great measure unaffected, whilst the double bottom above would not give the necessary heating surface ; so that the combination is necessary to a perfect operation. h and i are two valves ; one for discharging the clarified or concentrated liquor, and the other for discharging -the sediment formed in clarifying. Their construction is as follows : the valve is the ordi- nary “ puppet valve,” with a hinge on the upper side for attaching the rods ; the seat is fitted between :he two bottoms of the clarifier and riveted to both ; the pipes for carrying the liquor and sediment arc See De Row’s Commercial Review, p. 292, vol. 5 SWITCH. 691 attached by fianches and bolts to the bottom of the seats. The valves will close by their own weight, and the weight of the liquor above them will keep them tight ; the valves are raised by cords con necting them to levers on the shaft R, which shaft is worked by a handle on the outside of the clarifier The valves are so placed that the levers stand in opposite directions upon the same shaft, so that both valves can never be opened at the same time. S .the escape-valve, made like an ordinary safety-valve, and attached to the exhaust-pipe of the en- gine. Its particular construction, however, is not essential, its purpose being to obtain all the useful effect of the waste steam by confining it in the exhaust-pipe and clarifiers at any required pressure. Suppose, for instance, that the engine is in operation, and the exhaust-pipe terminating in the clarifiers, but in some part of the exhaust-pipe there is an opening into the air of a size equal to that of the pipe, the steam, of course, would escape through the opening against the pressure of the atmosphere only ; its effect in the clarifiers would then be very slight ; but when that opening is closed by means of a loaded valve, by increasing the weight on the valve, we may so confine the waste steam as to 3388 - effect the entire absorption of its heat in the clari- fiers or evaporators. The operation of this apparatus is as follows : The Hues N and P being closed by dampers, a fire is made under the steam-boilers in the usual manner. As soon as a sufficiency of steam is generated the engine and cane-mill are put in operation. The pump E is then put in operation, and the liquor carried to the clarifiers G G, through the pipe F ; the steam is then admitted from the exhaust-pipe into the clarifiers ; and the liquor hav- ing gone through the usual process of clarifying, is discharged by means of the valves h h into the evaporators H, and through that into the train of coppers I K L, where the evaporation is to be completed. These coppers or kettles being filled with the clarified liquor, the furnace is closed, and the fire started under the trains of coppers on the furnace M, by which fire, besides effecting the concentration of the liquor in the kettles, the steam is generated in the boilers and the operation con- tinued. The steam-clarifiers may be used indiscrimi- nately in clarifying or evaporating, as the case may require. If the train of coppers be very much diminish- ed, more of the evaporation, of course, must be carried on in the steam evaporator. SWITCH. A contrivance of a variable rail by means of which the cars on a railroad are passed from one line of rail to another. Fig. 3388 shows the method of operating. S S are called the switch-bars, movable about the point H, at which point they form part of the line of rail of the straight track BBBB. These bars are secured together by iron rods rrr; a rod r' is connected to the short arm of a lever l, seen in elevation in Fig. 3389 : by throwing this lever to the right or left the switch-bars are moved so that they form either part of the straight and right-hand track B A, B A, or part of the straight and left- hand track B 0, B 0. Where the rails cross at E is the fixed casting called a frog, the use of which to pass the flange of the wheel through the curved rail is too obvious to require explanation. This is the double switch connecting a main line with a turn-out or track on either side, and wher- ever the rails cross each other a frog is inserted, bolted to the cross-ties. See Frog. Innumerable forms of switch-bar and frog have been devised for accomplishing the same purpose, and several patents have been taken out for switches called “safety switches,” the object of which is to prevent the cars passing off the track when through negligence the variable rail is left in a wrong position. Mr. Nichols, of Philadelphia, is the patentee of a very efficient form of safetj switch, as is also Mr. Tyler, of Worcester, Mass. 692 TELEGRAPH. TELEGRAPH, History of the. Soon after the discovery of the Leyden jar, in 1747, it was observed that the shock, passed through twelve thousand feet of wire, affected persons placed at either extremity, apparently at the same instant of time. The idea of the instantaneous passage of electricity was prob- ably thus first received, and it was forced, by new observations, on the attention of all succeeding electricians. In 1794, Reizen proposed a telegraph, employing the spark, with seventy-six wires, or thirty-six complete circuits, one for each letter and number. In 1798, Betancourt constructed a telegraph, also employing the spark, which is stated to have been in successful operation, between Madrid and Aran- juez, for twenty-six miles. This was the achievement of the close of the last century. The difficulty of insulating free electricity made it impossible that any great results should be obtained from its use. The first year of the present century produced the voltaic or galvanic battery. In 1809, Soemmering improved this discovery by inventing a telegraph of thirty-five wires, which indicated the letters by the decomposition of water, which took place under the eye of the observer, from little pins of gold. He also caused the liberation of the gases to raise a cup attached to a lever, and thereby drop a weight on a little platform, connected with chime machinery, so as to ring a bell. In 1816, Dr. J. R. Coxe, of Philadelphia, proposed a similar decomposing apparatus, and confidently predicted the ultimate sue cess of the telegraph. In the same year, Ronalds, in England, returned to the use of free electricity,, inventing an elaborate telegraph, which was put into operation over eight miles of wire. The first registering telegraph seems to have been constructed by Mr. Harrison Gray Dyar, of Long Island, in 1826, who used the decomposing power of the spark, acting upon a fillet of paper, moistened and stained with litmus, and moved by hand or clock-work. The passage of each spark from a con- ductor to the paper produced a discoloration, and, by different combinations of marks thus made, any signal could be transmitted and registered. This was a very important step in the history of the tele- graph, and appears to be the origin of the system of telegraphic alphabets so. generally used in later inventions. In the telegraphs already referred to, it had been necessary to interpose the indicating apparatus in the course of the circuit ; that is, to interrupt the circuit for a short space. This was obviated by the discovery of the deflection of the compass needle by (Ersted, in 1819, and the discovery of the electro- magnet by Ampere, in 1820. According to the first of these discoveries, a magnetic needle tends to place itself at right angles to a wire in its neighborhood, through which a galvanic current passes. According to the second, a piece of soft iron, placed in the axis or centre of a coil of wire, becomes a magnet during the passage of a galvanic current through the coil. In 1820 and 1822, Ampere proposed and fully described the use of the deflection of a number of needles to constitute a telegraph similar to that of Wheatstone, now in operation, with a less number of circuits, in England. From this time the subject became one of frequent suggestion among philoso- phers. The deflective telegraph was, however, finally introduced into practice by Schilling, in Russia, at the end of 1832, by Gauss and Weber at Gottingen, in 1833, and finally, on a large scale, by Wheat- stone, in England, and Steinheil, at Munich, in 1837, or soon after. The credit of the first construction of the galvanic telegraph belongs thus to Schilling, Steinheil, and Wheatstone, by the latter of whom, with some of his English coadjutors, many of the practical difficulties in the modes of transmitting the current were overcome. The telegraph of Steinheil, which was in operation between Munich and Bogenhausen in the sum- mer of 1837, seems to be the first electro-magnetic telegraph on record which employed a registering apparatus. The deflection of his needles moved little levers, carrying pen-points, which marked dots or short lines on a fillet of paper moved by clock-work, as had been done with common electricity pre- viously by Dyar, and as was subsequently brought into use in this country by Professor Morse. The deflective telegraph was still imperfect, each deflection of the needle requiring a very apprecia- ble time to be accomplished. The use of the electro-magnet was the next step taken in advance. It was not until the experiments, in 1830, of Professor Joseph Henry, now secretary of the Smithsonian Institute, upon powerful electro-magnets, and the effect of long conductors, that this form of telegraph became possible ; and in his first paper on the result of these experiments, he at once applied the new facts to the idea of the construction of the telegraph. In 1844, the registering telegraph of Professor S. F. B. Morse, employing the electro-magnet, was introduced upon a line between Baltimore and Washington, the caveat to his patent bearing the date of October, 1837. The first suggestion of this form of telegraph is claimed to have been made by Pro- fessor Morse in 1832, and also, in its general character, by Dr. 0. T. Jackson. This telegraph, together with the House telegraph, and the Bain decomposing telegraph, constitute the three systems now, for the most part, in operation in this country Description of the telegraph.. — Fig. 3390 represents a series of twelve pairs of Grove’s battery, such as is generally used in connection with the telegraph. When a plate of platina and a plate of zinc are placed in an acid solution, a current tends to flow from the platina to the zinc, through any conductor TELEGRAPH. 693 which may be so disposed as to connect the two. In the figure, the galvanic series is represented, cor,, eisting of twelve single pairs, the zinc of each of which is connected with the platina of the next. It may be considered that a current is produced by each of these pairs, which has, however, to flow in the same direction, and fall in with all the others. Hence their intensity is multiplied twelve times. It is by this means that the resistance to the passage of the current through very long conductors is over- come. The number of pairs in the telegraph is always proportioned to the distance which the current is to traverse, fifty or more being used on a line of two hundred miles. Each pair of the battery consists of a pint glass tumbler, a cylinder of zinc, a small porous cylindri- cal earthenware cell within the zinc, and a platinum strip suspended within the cell from an arm be- longing to the zinc of the next pair. A solution of diluted sulphuric acid is used with the zinc, outside the porous cell, and the cell itself is filled with nitric acid. The two acids are used on account of an increase of power depending on a chemical reaction. The zinc cylinder is amalgamated with mercury, to prevent its being acted upon by the acid when the battery is not in use. A solution of sulphate of soda is sometimes added to the sulphuric acid, to assist in accomplishing the same object. This is the most powerful form of battery known. A battery, usiug copper and zinc plates in flat glass cells, has been lately employed on the lines of the chemical telegraph in this country. The interval between the plates is filled with white sand. The sand is moistened to the consistency of a paste with diluted sulphuric acid. This battery proves very constant, and, though less powerful, is much more easily managed than the Grove battery. Two screw-cups will be seen rising above the battery in Fig. 3390, one of which is the positive pole or extremity of the series, the other the negative. To these the wires are attached which convey the current. These wires, as first used in the telegraph, were of copper, which is a better conductor of gal- vanism than iron ; but the liability to accident, from their want of strength, was so great, that iron wires were substituted by Steinheil, in Germany, of a size sufficient to make up by their quantity for the poorness of their quality as conductors. The wires are usually supported on posts, from which they are insulated by glass supports or knobs. They have been sometimes carried through the ground, insulated within a metallic tube. Fig. 3391 represents the signal-key in its simple form. It is placed, when in use, in the course of the conductors or telegraphic circuit, proceeding from the battery. When the hand depresses the key, it comes in contact with the knob and metallic strip below, making connection between the two screw- cups, and completing the batteiy circuit. While the key is depressed, a continuous current passes ; but if it be depressed, and allowed to spring immediately up, only an instantaneous wave or impulse is communicated. The use of the signal-key, in connection with the telegraph, was described by Am- pere, in 1820. 3392. The signal-key, in its more perfect construction, is represented in Fig. 3392. It consists of a lever, mounted on a horizontal axis, with a knob of ivory for the hand at the extremity of the long arm, which is at the right in the figure. This lever is tlirown up by a spring, so as to avoid contact with the button on the frame below, except when the lever is depressed for the purpose of completing the circuit. A regulating screw is seen at the extremity of the short arm of the lever, which graduates precisely the amount of motion of which it is at any time capable. 3393. The registering part of Morse’s telegraph is shown in Fig. 3393. Two screw-cups are seen on tne board, intended for the insertion of the wires from the distant battery. Next the screw-cups is seen a U-shaped electro-magnet, with coils of wire upon it, the ends of which, passing down through the board, are connected with the screw-cups. Over the poles of the magnet is a little armature, or bar of soft iron, attached to the short arm of a lever, whose long arm carries a point or style, nearly in contact with the grooved roller above. The action which takes place, on depressing the signal-key at the dis- tant station, is, in the simplest terms, as follows : A wave of electricity is transmitted over the wire of the telegraph, arrives at the electro-magnet, and circulates through the coil of wire surrounding it. The U-shaped soft iron becomes at once a magnet, (see Magnetism,) and attracts the little armature down to it. The long arm of the lever is thrown up, and marks the strip of paper passing between it and the roller. When the distant operator lets the signal-key fly back, and the current ceases, the iron 694 TELEGRAPH. of the electro-magnet losing all its magnetism, and the armature, with the lever, is carried back by the action of a little spring, being a dot impressed upon the strip of paper. Should the distant opera- tor hold down the key, a continuous current will pass, and a line is marked on the paper which mover under the roller. / h t — The complete registering instrument, shown in Fig. 3304, is a large spool, on which the strip c4 paper is wound, and clock-work, with rollers, give the strip a steady motion onwards under the style upon the lever of the electro-magnet. A bell may also be added, which is struck by its hammer on the first motion of the lever, to draw attention. There is a stop-motion sometimes used, by which the clock- work is brought to rest in a few seconds after the lever ceases to act, and which is released again bv the first motion of the lever. The annexed is the combination of dots and morse’s telegraphic alphabet. lines on the fillet of paper used by Professor Morse to indicate the different letters and numbers. Between each letter of a word a short space is ^ p allowed, between words a longer space, and be- tween sentences a still longer one. Many short- c - - - 9 hand signals are also employed. Where a long circuit is used, the resistance to conduction, measured by the amount of electricity which passes, is very great. The diminution of the current is most sensible when tested through the first few miles of wire, the amount which sub- sequently passes appearing nearly constant for a long distance. It is not, however, sufficient, in its electro-magnetic effects, to work one of Morse’s registers directly. The current, which has trav- ersed a great length of wire, can only move the lever of the electro-magnet sufficiently to bring a platina point in contact with a little platina disk placed opposite to it, so as to complete the circuit of a local battery, which works the register with energy. This is the principle of combination of circuits, and constitutes the important invention n _ | of the receiving magnet and relay or local battery, as they are familiarly known in connection with Morse’s telegraph. The” effect of the combination of circuits is to enable a weak or exhausted current to bring into action, and substitute for itself, a fresh and powerful one. This is an essential condition to obtaining useful mechanical results from electricity itself, where a long circuit of conductors is used, and accordingly it received the attention of early experimenters with the telegraph. This principle seems to have been first successfully applied by Professor Joseph Henry, of Princeton College, in the latter part of 1836. He was thus enabled to ring large bells at a distance, by means of a combined telegraphic and local circuit. In the early part of 1831, Wheatstone, in England, used a combining instrument, which con- sisted of a magnetic needle, so arranged as to dip an arch of wire into two mercury cups, when deflected by a feeble current, thus completing the circuit of a local battery, which struck a signal-bell. Davy patented in England, in 1838, a system of combined circuits, for four different purposes connected with his telegraph. He brought into action a local circuit, 1st, to discolor or dye, by electro-decomposition, the calico on which he registered his signs ; 2d, to actuate an electro-magnet regulating the motion ol the calico ; 3d, to direct the long or telegraphic circuit to either of two branches, by means of a receiv- ing instrument placed at their point of meeting, and operated upon from a distance ; 4th, he provides for a complete system of relays of long circuits. His instrument resembled Wheatstone s, only the con* .act was made by two surfaces of metal, without the use of mercury. NUMERALS. 0 TELEGRAPH. 695 The receiving magnet used by Professor Morse is a very slight modification of his register, the platiria noint for completing the local circuit being substituted for the marking point. The magnet is sur ■minded with helices of tine wire, which multiply the effects of the feeble current, and the whole instru- ment is constructed with delicacy. By Morse’s patent of 1840, this is applied to the combination o( long circuits, or the relay of currents ; and by his patent of 1846, it is applied to operating the register by a local or office circuit. The electro-magnet, armature, and lever, constituting the chief part of botn these instruments, is simply the electro-magnet of Professor Henry, described in 1831. In a line of telegraph of several hundred or thousand miles, any number of receiving magnets may be interspersed, as they do not interrupt the circuit. Each one of these may work a local register, and thus the same message may be recorded at a multitude of places, practically at the same moment oi time. If the receiving magnet is to effect a relay of currents, the motion of its lever brings into action a powerful battery on the spot, which works the next receiving magnet in succession, and so on. The use of the receiving magnet, however, for the purpose of relay of the galvanic force, may be hi? pensed with by simply increasing the number of pairs, and distributing them in groups along the line Thus Mr. Sears C. Walker, of the Coast Survey, writes, “ We have made abundant experiments on the line from Philadelphia to Louisville, a distance in the air of nine hundred miles, and in circuit of eighteen hundred miles. The performance of this long line was better than that of any of the shorter lines has hitherto been. I learn, from au authentic source, that the same success attends the work from Phila- delphia to St. Louis, a distance in circuit of one-twelfth of the earth’s circumference. The number oi Grove’s pint cups used is about one for every twenty miles. It is natural to conclude, from this experi- ment, that, if a telegraph line round the earth were practicable, tv’elve hundred Grove’s pint cups, in equidistant groups of fifties, would suffice for the galvanic power for the whole line. The daily ex- pense of acids, for maintaining this whole line, would be about five mills per day for each cup, or six dollars per day for the whole line.” This distribution of the galvanic agency is frequently adopted in the mode of placing one half of the necessary number of pairs at each extremity of the line. The conductors hitherto spoken of have been exclusively the telegraph wires. It has now, however, become a universal custom to use the earth as one-half of the circuit, and thus to employ but one wire. T his is accomplished by carrying a wire down at each extremity of the line, and connecting it with a metallic plate buried in the earth. The advantage consists not only in the economy of employing a single wire to each circuit, but the loss from conduction by using the earth is vastly less. The use of the ground circuit for the telegraph seems to be due to Professor Steinheil, of Munich. In case of interruption of the telegraph wire, much ingenuity lias been shown by the association of a through line and a test line, which latter communicates with a number of intermediate stations, and by means of which the place of interruption can be readily ascertained, and the injury repaired. An in- terruption is shown by the increased strength, the weakness, or the suspension of the current, which each station has the means of examining, and from which the direction and nature of the accident can be inferred. A great source of irregularity in the action of the telegraph, in this country, has been atmospheric electricity. The air being in different electrical states in different places, or thunder-storms taking place in the course of the line, the insulated telegraph wires frequently become the medium of transfer of atmospheric electricity. The safety of the operators, and even the regular action of the electro-magnet, requires the use of conductors at the stations, which are nearly in contact with the wires, and which communicate with the earth, so as to carry off' any excessive charge of electricity which might destroy the instrument, or even endanger life. Much irregularity in the action of the telegraph still exists from this cause. These facts of general application to the electric telegraph have been considered here, as many oi them were first developed and applied in this country, in connection with Morse’s register. This in- strument, and the system connected with it, will always deserve credit for its early service in adapting the telegraph to our climate and natural resources. Lightning Protector. By L. Pocget, Maisonneuve. This is a beautiful and most important discovery as an auxiliary in the perfection and full development of the electric telegraph. It is designed to drain off the atmospheric electricity, which in certain conditions of the atmosphere accumulates in the wire, seriously interrupting the transmission of signals by deranging the magnets, and often even melting and destroying them. The beauty of the invention is in its simplicity : it consists in the discovery that absolute alcohol, after having been subjected to proper chemical treatment, becomes a good conductor of the high tension electricity of the atmosphere, while it is a non-conductor of the current generated by the galvanic battery. The apparatus consists simply of a glass tube, two inches in diameter by five in length, filled with the prepared liquid, and a brass cap hermetically sealed to each end. The telegraph wire is made to pass through the tube, and is surrounded by, and is in direct contact with the liquid. On one side of the tube is introduced a wire connecting with the ground, which terminates in the liquid, but does not come in metallic contact with the former wire. Its operation is as follows : The accumulations of high tension electricity from the atmosphere pass along the wire until they enter the tube, where they leave the wire, pass through the liquid to the ground wire, and thence to the great reservoir of electricity, in the earth. Thus the line wire is relieved of the disruption dis- charges, which otherwise would pass through and interrupt the proper action of the magnets, and the battery current is left free from disturbance, and goes on to its destination, performing its mission with fidelity. Bain s Telegraph. The telegraph of Bain, represented in fig. 3395, is constructed on the principle of the decomposition of a saline solution, through which a galvanic current passes, and is the most sim- ple now in use. The indication of the current takes place here without motion. The circular tablet, on which the writing is obtained, is moved by clock-work, at a uniform rate, under the wire, which con stitutcs the telegraphic pen. But the pen itself never stirs. It bears silently on the tablet, and as the 696 TELEGRAPH eye observes the point of contact, now a blank space, and now a deep blue line, appears upon the re- treating surface. This is the record of the intermitting current, sent over the wires from a distance. In Fig. 3395 the clock-work which moves the tablet is seen on the left. Its motion is regulated by n fly-wheel above, the vanes of which can be inclined so as to present greater or less resistance to the an. A lever or break bears upon the axle of the fly-wheel, by moving which lever the clock-work may be stopped, or allowed to go on. The circular disk, or tablet of brass, carried by the clock-work, is seen on the right of the figure, inclined towards the observer. In the centre of the disk, occupying the shaded portion, a spiral groove is cut, in which the guide to the pen travels. This guide is seen attached at right angles to the penholder, which extends over the disk. The pen-wire is seen held by a little clamp, descending so as to touch the tablet. This wire, of course, traces a spiral upon the outer ring of the disk’s surface, exactly corresponding, in the distance of its lines, to the spiral groove within, which serves as a guide. By this beautiful contrivance, the writing is disposed in a close spiral, occu- pying but very little space. The outer part of the surface of the disk, upon which the letters are represented in the figure, is covered with a ring of moistened and chemically prepared paper. This may be renewed or removed at pleasure. The penholder is connected with the positive wire of the telegrajih, and the tablet with the negative. The circuit of conductors is completed by the moistened paper which intervenes, and which the current accordingly traverses. This paper is moistened w'ith a solution of the yellow prus- siate of potash, acidulated with nitric or sulphuric acid. The pen-wire consists of iron. When the current passes, this pen-wire is attacked by the solution, and the portion of iron dissolved unites with the prussiate of potash to form the color known as Prussian blue, which permanently stains or dyes the paper. A modification in the mode of marking has been introduced in this telegraph by Mr. Rogers, of Bal- timore. He substitutes a pen carrying an ink which is decomposed by the current when in contact with the brass disk, without any intervening paper. A superficial stain is produced on the metallic surface, which is easily obliterated by friction. 3395. 3305. In Bain’s telegraph, no receiving magnet is necessary. The current traversing the long wires is suffi- cient to leave its trace upon the paper. There would be a disadvantage, however, in the use of this telegraph, with a simple circuit, where it is desirable to register the same communication at a number of different places, as the interposition of the paper, moistened with a saline solution, somewhat obstructs the current. The receiving magnet and register used by Morse present a metallic conductor for the current throughout, and they can, therefore, be multiplied without serious loss. To compensate this disadvantage, a system of branch circuits at way-stations has been devised, in connection with the Bain telegraph, by which communications can be received at various places at the same time. Morse’s in- strument requires the time taken by the motion of the armature to make each mark. The decomposi- tion in Bain’s instrument is instantaneous. This is an advantage where mechanical means are used to complete and break the circuit W'itli great rapidity for the purpose of rapid communication. An ingenious instrument to effect this object has been recently contrived. One of the circular me- tallic disks of the register has its surface coated with wax or other composition. The lines and dots which constitute the writing to be transmitted, are scratched through this so as to expose the metal, by the operator, previous to completing the telegraphic circuit. This writing is effected, and disposed in spirals around the disk, by simply putting a little signal-key in place of the pen-wire, and allowing the uisk to revolve. The guide to the penholder, of course, carries the signal-key over the same spiral which the pen-wire would describe on the disk. The signal-key lias a sharp or cutting point. which removes the wax from the disk whenever the key is depressed. The usual motion for signalizing the letters, therefore, prepares the impression of the writing, which is afterwards to be connected with the telegraph, and transmitted with speed. This transmission is effected by restoring again the pen-wire ’,o its holder, and allowing it to follow over the track just made by the signal-key. The battery being connected, the wire completes the circuit whenever it touches the exposed metal, and breaks the circuit when it rests upon the wax. The disks at both the transmitting and receiving ends are made finally to TELEGRAPH. 697 revolve rapidly, and the message is said to be thus communicated at the rate of one thousand or more letters per minute. The alphabet used by Bain is the same in principle as that employed by Dyar, Steinheil, and also bv Morse, consisting of combinations of dots and lines. The call, commonly used on the Bain lines, is represented in Fig. 3396. It consists of a U-shapea' receiving magnet, placed horizontally on the board, with two helices of wire surrounding the leg3. An armature, supported on an upright bar, so as to form a cross, is seen in the figure before the poles ot the magnet. This is held back by a delicate spiral spring, graduated by a screw, which is also seen to the left. Above are two circular plates of glass. The upright bar, armed with two little knobs, to perform the part of a hammer, rises between these plates. When the armature is drawn to the mag- net, it strikes one of them, and on being drawn back it strikes the other. As they are of different tone, the repetition of this signal at once draws attention to the register. The duty of the operator is then to set the clock-work in motion, and receive the message communicated. This instrument can be used also as a receiving magnet, by placing a platinum point on the upright bar or pendulum, and a little platinum disk immediately in front of it, so connected that the interval between the point and disk shall constitute the break in a local circuit, an additional pair of screw-cups for the attachment of which may be seen upon the base-board. When the armature approaches the electro-magnet, it closes the local circuit, and when it recedes it breaks it. This is essentially the receiving instrument of Morse and others. This call is similar in purpose or principle to those used by Soemmering in 1811, Schilling in 1831, and Henry, Steinheil and Wheatstone in 1836 and 1837. Bain’s telegraph has been introduced very extensively into this country, especially in connection with the network of lines constructed throughout the South and West by the enterprise of O’Reilly. The receiving magnet in its improved form, Fig. 3397, used for the purpose of combining or connect- ing circuits, is closely allied in its construction to the call, and may therefore be described here, though already referred to in connection with Morse’s telegraph. The armature is mounted on an upright bar, and is seen forming part of the cross just in front of the poles of the horizontal electro-mag- net, surrounded with helices of fine wire. The long or tele- graphic circuit is connected with these helices by means of two of the screw-cups on the board. When the current flows, the. armature is attracted to the magnet, and the upright bar is brought in contact with the end of the horizontal screw, seen at the top of the instrument. This completes a local circuit, or branch circuit from the main battery, the conduc- tors of which are connected with the instrument by means of two other serew-cups, seen on the left of the hoard. The points of contact of the upright bar and screw are protected from oxidation by the use of platinum TELEGRAPHIC COMPOSITOR. The experience of Bain and others, in transmitting signals by electricity, has demonstrated that the amount of time requisite to send a message to a distant place, is not dependent upon the speed with which the electricity travels, but upon the time in which the human hand can perform the proper manipulations. This, in actual practice, as experience with the various methods in use has proved, has never reached an average of more than eighty letters per minute. In the mean time the researches in electricity have shown, that when the wave or pulsation is given to the current by the finger, it flies to its destination with the swiftness of thought, though its path may he thousands of miles in length, and leading over precipitous mountains and through barren deserts. The telegraphic compositor was invented by J. P. Humaston, of New Haven, Connecticut, and was patented September 8, 1857. Its object is to increase the rapidity of manipulation so that it shall bear some fair proportion to the capacity of electricity to record the signals. This is effected by an instru- ment termed a compositor , which cuts the dots and lines of the telegraphic letters in a strip of paper of about three-eighths of an inch in width. The message thus prepared is passed through the transmitting instrument, which may be run at any speed requisite to keep pace with the record of the signals. This speed with the magnetic instruments, is not more than about three hundred letters per minute ; this is owing to the fact that they require machinery whose moving parts have weight and inertia. With the electro-chemical mode, Mr. Bain, in 1846, transmitted as many as one thousand letters per minute be- tween London and Manchester, England ; this was done by preparing the message strip by hand, and then passing it rapidly between the poles of contact in the electro-chemical instrument. The compositor consists of a key-board and twelve small steel cutters, which lie side by side ; the keys are connected with the cutters in such a manner, that when any key is depressed, the cutters are carried forward, and through the paper in the proper combination to form the letter which it represents. This is done as rapidly as the touch can be made, and a single touch forms the letter with mathematical certainty and accuracy. The compositor is to the telegraph wire what the font of type is to the printing press, and any number of compositors may be used to prepare the messages which the capacity of the wire will enable it to transmit. Thus far, its use has proved that one well insulated wire will transmit, per day of 12 hours, 10,800 messages of ten words each. To do this with any system depending upon the, manipulation or touch of the finger direct, would require the use of at least ten wires and twenty in- struments. With the rapid extension and future development of the telegraph, this improvement fur- nishes the means of reducing the tariff for telegraphing to a point low enough to bring it within the means of every human being possessing sufficient intelligence to commit his thoughts to writing. It can be used as an auxiliary to the magnetic telegraph, and is readily changed to any system of telegraphic alphabet. Its usefulness however is greatly enhanced in connection with the electro-chemical instru- ment, which records its signs by the simple pulsations of the electric current. 698 TELEGRAPH. Home's Printing Telegraph. This beau- tiful invention may be considered as one of the wonders of the age. Using but a single wire, it is yet able to select and print in order the letters of the common alphabet, with a greater rapidity than the hierogly- phic marks of Professor Morse, representing the same letters can he produced. This instrument is complicated, though all its parts are simple. We shall try to de- scribe it so that the mode of its operation may be understood. A perspective view of the instrument is shown in Fig. 3398, com- prising both the transmitting and receiving apparatus. The principle by which the dif- ferent letters are signalized over the wire, is the transmission of a given number of elec- trical impulses for each letter, by the rapid opening and closing of the circuit. This is accomplished by means of the twenty-six letter-keys, and the two keys for the dot and dash, seen in the figure. Under the key-board is a horizontal cylinder, which is kept in revolution by turning the crank and wheel, seen at the left of the figure. At one end of this cylinder is a circuit-wheel or break-piece, having fourteen projections and fourteen spaces, on which a spring, connected with the telegraphic circuit, bears. Consequently the battery circuit is completed fourteen times and broken fourteen times with each revolution of the cyl- inder. Under each key a projection or stop is placed upon the cylinder, in such a position that when the key is depressed and comes in contact with it, the cylinder shall have performed such part of a revolution as to have made and broken the circuit the number of times which represents the letter cor- responding to the key. The motion of the cylinder is communicated by means of slight friction, and it is accordingly arrested by depressing the key. This is the transmitting or “ composing” apparatus. The receiving or printing apparatus is seen behind the key-board in the figure. There is one such at each extremity of the line, to receive messages transmitted from the other extremity. But both are left constantly in the circuit, so that the operator signalizes or prints the message which he sends both at the distant end of the line and immediately before his eyes. The printing instrument which we are examining is, therefore, a fac-simile of the one which receives the communication at a distance from the operator at the key-board in the figure. The printing apparatus consists of an upright rod-electro-magnet, inclosed in the metallic cylinder A of a little engine, operated by condensed air, and moving an escapement at B ; of a type-wheel at C of a printing eccentric and lever, the end of which is seen at D ; of a black coloring-band at E, and the strip of printing paper at F F. The electro magnet consists of a compound rod of several short pieces of iron strung upon a rod or brass. This rod is inclosed in a tube of brass, attached to which, within, are several short tubes of iron, corresponding to and reacting with the pieces belonging to the axial magnet. This whole system of tubular and axial magnets is inclosed in a single helix of fine wire, connected with the telegraphic cir- cuit. The tube is fixed, but the compound rod is movable, and attracted downwards by several co- operating reactions when the current passes. This rod is suspended by a cross-wire, which may be seen stretched across the top of the cylinder A, and acts as a spring, drawing the rod back after the current has ceased to act. A very rapid vibration of the rod is thus obtained, corresponding to the opening and closing of the circuit effected at the transmitting end of the line. Connected with the wheel is a condensing pump at G, which keeps up a supply of condensed air. At the upper part of the electro-magnetic rod is a collar- valve, which changes the direction of the cur- rent of condensed air with each vibration of the rod, though these vibrations are only l-64th of an inch. The air is thus admitted to opposite sides of the cylinder of a little atmospheric engine, which, by means of its reciprocating motion, permits the action of an escapement, tooth by tooth, and the corresponding revolution of the type-wheel, which is impelled by a spring kept wound up by the manual power em- ployed at the crank and wheel. The result is that the type-wheel, which has twenty-eight teeth, revolves just as far as the cylinder attached to the circuit-wheel, at the distant extremity of the line, has been permitted to revolve by de- pressing one of the keys. Each break, as well as each completion of the circuit, thus corresponds to a letter. It only requires that the instruments at both ends of the line should be set to the same letter, and then the cylinder at one extremity and the type-wheel at the other, regulated by the pulsations ot the current, will always revolve at the same rate ; and if the cylinder is stopped at any one point rep- resenting a letter, the type-wheel is stopped at the same point, and presents the type which it carrie on its periphery to the strip of paper in front of it. When the type-wheel stops, an eccentric, actuated also by the local power at the crank and wh< brings the black band and paper forcibly against the type, and leaves the impression of the let The paper is then carried on just the distance of a letter, and is ready for another impression. Roman letters are thus printed over a long line at the rate of from one hundred and fifty to more than two hundred a minute. In the figure the letter A will be observed at a little window above the type-wheel. This letter is >n a letter-wheel, connected with the type-wheel below, so that the letters may be presented to the TELEGRAPH. C9S sight at the same time as printed ; or the printing eccentric may be detached, and only the visible letters read. The action of the electricity in this telegraph is merely to produce correspondence of motion in ma- chinery at different ends of the line, in the same manner that uniformity of rate has been secured in clocks at different places, regulated by the electro-telegraphic current. All the mechanical results of House’s telegraph are produced by local mechanical power. For this purpose, clock-work, having a regular rate, would be preferable to manual power. Horn's igniting telegraph . — The register invented by G. H. Horn employs a principle never before applied to the telegraph, namely, the heating or igniting effect of electricity. When an electrical cur- rent flows through a fine platinum wire it ignites it, or brings it to a red-heat. If this wire is bent, as at A, in the figure below, so as to be in contact, for a short distance, with a moving fillet of paper, it will burn a hole through the paper when the current passes. This can be done with great rapidity, so as to represent probably a hundred linear letters per minute. 3399. This instrument is shown in Fig. 8399, the greater part of which consists of the clock-work, spool, <5rc, required for moving the paper. Above the clock-work are two pillars, supporting an axis, upon which is the adjustable wire-holder, the lower extremity of which is seen touching the fillet of paper. By means of the connections and insulations of the pillars, axis, and wire-holder, the platinum wire, which' passes over a little slip of porcelain at the end of the wire-holder, becomes part of the circuit, with which the two screw-cups on the right of the base-board are connected. When the wire needs adjust- ment, the wire-holder can be turned up on its axis. The bed supporting the fillet of paper is also ad- justable, so as to regulate the contact between the wire and the paper. This register requires a quantity current to produce the effect of ignition, and therefore needs a re- ceiving instrument and local battery, to be operated by the telegraphic circuit. 3400. 2401. 700 TELEGRAPH. of this reaction is so great, that it has been successfully applied by Prof. Charles G. Page, of Washing- ton, to the propulsion of machinery on a large scale. The axial telegraph is represented in a simple form in Fig. 3100. The U-shaped iron rests upon a spring, seen on the board. A style attached to the iron, projects up between the coils so as to be nearly in contact with the roller, under which the strip of paper is made to pass. A little rod or armature of iron, placed across the top of the coils, causes the soft iron to move in obedience also to electro-magnet- ic attraction, somewhat increasing the power, but introducing a new and unnecessary principle into the reaction. The axial telegraph in its complete form, is represented in Fig. 3401, where the spool and clock-work for the movement of the paper are added. The axial motion is due to the deflective power of a coil, as in the telegraphs of Amphere, Steinheil, and Wheatstone, and not to electro-magnetic attraction. This instrument requires, on a long line, the intervention of a receiving instrument and short circuit. Telegraph , Hughes. The Hughes instrument consists of a train of clock work, keys for closing the circuit, an electro-magnet, and a vibrating spring to govern the type wheel, which revolves by aid of the train of wheels. The clock work consists of four cog wheels, turned by a weight, which turns a shaft with a wheel, upon which are engraved the letters of the alphabet. This wheel is inked by a small roll- er. Below the type wheel a small press moves the paper to be printed upon against the letters. This press moves only when the armature of the magnet acts by a current of electricity being sent along the line. The magnet of the Hughes instrument is a peculiarly simple and effective arrangement, by which electricity is made to work at its highest development. Electricity only holds the armature whilst in contact. As soon as it is set free by the distant operator closing the circuit, it falls against a detent which brings a small cam in play, and restores the armature to its resting place in contact with the electro-magnet. This operation is performed every letter that is printed, the magnet never acting until a letter is sent, and then only once to each letter. The principle of making all the instruments keep exact time with one another, so that they always present a certain letter opposite the press at the same instant, and also to revolve rapidly, has been ac- complished by the union of a well known law in acoustics to mechanics : thus a certain number of vi- brations per second produces a certain musical tone ; if these two instruments have each a vibrating spring of the same tone, the two instruments must always revolve in exact time with each other. These type wheels, revolving by means of clock work, carry around with them a circuit closer, which travels over twenty-eight pins corresponding to the letters upon type wheels ; if any of these pins are touched by corresponding keys, the circuit is closed at the moment the closer passes that point. The armature immediately falls off, opens the detent which locks the press to the wheel work ; this moves up the press, and when the letter is printed unlocks itself until again locked by the action of the arma- ture. The fact of the possibility of writing both ways simultaneously on one wire has been fully demon- strated. This is accomplished by the arrangement of the battery, so that it does not affect the magnet at the office sending, but the instant that a distant office puts on battery the magnet acts ; thus each magnet acts only from the distant battery, and is not affected by its own writing, whilst it receives per- fectly what is sent to it. Another great feature in this machine is the freedom of disturbance from atmospheric causes. This is caused by the line being always open except at the instant of the letter being sent ; then if in same direction, can only assist the current from the battery. Another new feature is its power of cutting off all offices except those to which it is desired to com- municate. This is accomplished by a flange on the type wheel — this flange having a space cut out opposite a certain letter — each office having the flange cut out at different letters from each other. A bolt is made to slide through this space, and moved through by the action of the instrument. If this bolt is sent through at the moment the space is opposite, it permits the instrument to run ; if not, it goes against the flange and locks the wheel. The success of telegraphs for overland communications soon turned the attention to its practicability as a submarine conductor. As early as in August 1843, Prof. S. F. B. Morse, in a letter to the Secre- tary of the Treasury of the United States, speaking of an experiment which he made the previous year, of passing an electric current through a submerged conductor, says : the inference from this law is that a telegraphic communication may with certainty be established across the- Atlantic. In the autumn of 1842, he submerged an insulated wire from the Battery to Governor’s Island, and had just begun to operate, having received but two or three characters, when the wire was raised and broken by being drawn up with the anchor of a vessel. He also succeeded in transmitting a current across a stream or canal, by means of parallel lines along the banks. In the fall of 1850, a wire of about the size of an ordinary knitting needle encased in a coating of gutta percha, was laid from Calais to Dover ; communications were transmitted for a time through this wire, but soon a portion became broken, and another cable was laid composed of four copper wires, each insu lated with gutta percha, and afterwards bound together with hemp steeped in a solution of tar and tallow. In May, 1852, Holyhead and Howth, a distance of 65 miles across the Irish Channel, were connected by a single wire encased in gutta percha. Scotland and Ireland were connected by a cable of thirty miles long consisting of six wires. The following June a cable was laid from Orfordness, in England, to the Hague in Holland, a distance of 115 miles. This task was accomplished in thirty-four hours, and only 44 miles of cable were re- quired in the paying out over the actual length from point to point, making hardly 120 miles altogether Another cable connects Dover with Ostend, making the third between England and the continent. In the summer of 1854 a telegraphic union was effected between Corsica and Sardinia. This work was attended with much difficulty in consequence of the breaking of a part of the wire. The submerg- ng of a cable between Corsica and the island of Sardinia was successfully accomplished shortly after - TELEGRAPH. 701 but the attempt which was subsequently made to connect the island of Sardinia and Algeria, and thus establish immediate communication between the continents of Europe and Africa, was unsuccessful, and bas not since been attempted. The New York, Newfoundland and London Telegraph Company made. an attempt in August of 1855, to unite the islands of Newfoundland and Cape Breton, but the vessels employed in the work were caught in a gale, the cable was obliged to be cut, and the undertaking abandoned for that time. The cable, as may be seen from the accompanying engravings, which show the exact size, had three con- ductors, and was protected in the same manner, by iron wire, as those already described. 3402. In 1856 the company succeeded in making the desired connection be- tween the opposite shores of Newfoundland and Cape Breton. This time they rejected the three wire cable and procured a much lighter one, with a single wire, consisting of seven strands. The object of this arrangement, instead of a single wire of the same thickness, is to provide against the possibility of any break of continuity taking place in the metal. This strand will stretch twenty per cent, of its own length, and is covered with three layers of the purest gutta t jpercha, separately applied. The cable weighs somewhat sinless than a ton to the mile, and is one of the lightest and strongest of its thickness yet manuactured. A few weeks after the allied army entered the ( ’rimea a single wire cable was laid across the Black Sea, a dis- tance of 374 miles, between Varna and Balaklava, and it was through this that the English and French governments were apprised every day of the movements of the belligerent forces on either side. This is the longest submarine cable which has yet been laid. In the fall of 1857, an attempt was made to lay a cable between Valentia Bay, Ireland, and St. Johns, Newfoundland, a distance of 1650 miles. The attempt was unsuccessful, the cable having parted after some 300 and odd miles had been laid. It will be again undertaken this year, and it is to be hoped with better success. From the following engravings it will be seen that the transatlantic submarine cable is somemhat dif- ferently made from any previously manufactured. The core, or conductor, is composed like that of the gulf cable, of seven cop- per wires wound together in the same manner. The cable will be 2,500 miles in length, the surplus over the actual distance to be traversed being considered necessary in case of emergency to make up for the inequalities in the bed of the ocean, and the variations that may be caused by the winds and the currents. The protecting wires are made into strands, each composed of seven of the best charcoal iron wires. The aggregate length of the smaller wires required in the manu- facture of one mile of the cable is one hundred and twenty-six miles, and the whole cable will require three hundred and fifteen thousand miles of this wire. The flexibility of this cable is so great that it can be made as manageable as a small rope, and it is- capable of being tied around the arm without injury. Its weight is but 1,800 pounds to the mile, and its strength such that it will bear in water over six miles of its own length if suspended vertically. 3404. 3403. Table of Submarine Cables already laid down. Miles. From Dover to Calais, . . . 21 From Ilowth to Holyhead, . . .65 Between Ireland and Scotland, . . 20 From England to Holland, . . .115 From Dover to Ostend, ... 60 From Balaklava to Varna, Black Sea, . 374 Between Sardinia on the main land, and Corsica, 60 Total miles now laid, Miles. Between Corsica and the Island, of Sar- dinia, ...... G Across the Gulf of St. Lawrence, from Cape Breton to Newfoundland, . 74 Across the straits of Northumberland, be- tween Cape Tormentine and Prince Edward’s Island, . . .101 805 ^ The application of the telegraph to comparative astronomical observations is a splendid result of the iperations of the American Coast Survey. The transit of a star over the meridian of two places, con- nected by telegraph, was notified from one to the other by a touch of the signal-key, and the time at eacli was observed. The longitude could be thus obtained, with some precautions, with an ease and accu- racy not before possible. A second step was then taken, by connecting the chronometer, which was the standard of time, directly with the telegraph. Thus the seconds-wheel was made, by Dr. Locke, to raise a little platinum hammer, by which the circuit of the telegraph was broken once a second. By another invention, the pendulum swept through a little globule of mercury when at its centre of oscil- lation, thus completing the circuit once a second. The fillet of paper of the telegraph, as it unwound from its spool, at the extreme, and also at the intermediate stations of the line, was thus graduated accurately into seconds, represented by a line with a short break, or a break with a short line. A signal-key was also included in the circuit, by which the observer could complete or break the circuil 702 TELESCOPE. momentarily so as to mark upon the same fillet the transit of the star over the wire of the telescope. A permanent and incomparably accurate record was thus made of the observation, and the instant of its time. It is estimated that the facilities of astronomical observation are increased sixty-fold by this in- vention. In fact, it -constitutes an era in modern astronomy. Though the work of the last one or twc years, it has already received the tribute of the most distinguished foreign observers. TELESCOPE. An optical instrument for viewing distant objects. For several reasons a distant object is seen less distinctly than a similar near one. The angle which an object subtends diminishes as the distance increases ; the density of the light which renders it visible also diminishes with the distance, but in a much faster ratio; and a considerable portion of light is al- ways lost in its passage through the atmosphere. It is found by experience that to be discernible at all in ordinary daylight, a detached object must subtend at the eye an angle of not less that 30", and that the least angle under which contiguous ob- jects can be satisfactorily distinguished is about one minute. By the aid of a telescope a magnified image of the object is obtained ; and within certain limits the object is not only apparently enlarged, nut rendered brighter than it appears to the unassisted eye. The invention of the telescope, to which practical astronomy is indebted for its most important dis- coveries, has been ascribed to various persons. Sir David Brewster ( Encyc . Brit., art. “ Optics”) says “ We have no doubt that this invaluable instrument was invented by Roger Bacon or Baptista Porta, in the form of an experiment ; though it had not, perhaps, in their hands assumed the maturity of an in- strument made for sale, and applied to useful purposes, both terrestrial and celestial. If a telescope is an instrument by means of which things at a distance can be seen better than by the naked eye, then Baptista Porta’s concave lens was a real telescope ; but if we give the name to a tube having a convex object-glass at one end, and a convex or concave lens at the other, placed at the distance of the sum or difference of their focal lengths, then we have no distinct evidence that such an instrument was used be- fore the beginning of the 17th century.” Descartes ascribes the invention to James Metius, a citizen of Alkmaer in Holland ; Huygens to John Lippersey, or Zacharias Jansen ; Borellus also to Jansen. Pro- fessor Moll, who has discussed these rival claims, after examining the official papers preserved in the archives at the Hague, comes to the conclusion that Metius (whose proper name was Jacob Adriaansy,) on the 17th of October, 1608, was in possession of the art of making telescopes, but that from some un- explained reason he concealed his invention, and thus gave up every claim to the honor he would have derived from it ; that on the 21st of October in the same year, 1608, John or Hans Lippersey, a spectacle- maker of Middleburg, was actually in possession of the invention; and that there is little reason to be- lieve that either Hans or Zacharias Zanz (or Jansen, father and son) were inventors of the telescope, though one of them invented a compound microscope about 1590. (, Journal of the Royal Institu- tion, vol. i.) The telescope soon made its way into other countries. In April or May, 1609, the illustrious Galileo, having heard a rumor of the invention, set about considering the means whereby distant objects could be seen distinctly, and was soon in possession of a telescope which magnified three times. In subse- quent trials he succeeded in increasing the magnifying power; and before the beginning of 1610 he had observed the satellites of Jupiter. In England, Harriot also, in 1609, began to use the telescope for examining the disk of the moon, and before he had heard of the discoveries of Galileo. ( Priestley's History of Discoveries relating to Vision, Light, and Colors .) Telescopes are of two kinds, refracting and reflecting telescopes: the former depending on the use of properly figured lenses, through which the rays of light pass ; and the latter on the use of specula, or polished metallic mirrors, which reflect the rays ; an inverted image of the object being formed in both cases in the focus of the lens or mirror. Refracting telescopes were those which were first constructed. They were of the most simple char- acter, consisting merely of an object-glass of one lens, and an eye-glass of one lens, but of a shorter focus. But in this construction the prismatic colors produced by the difference of the refrangibility of the luminous rays tinged the images of all objects seen through the telescope, and the image was like- wise distorted by the aberration of the extreme rays. It was soon found that the latter defect could be sufficiently corrected by employing more lenses than one in the eye-piece ; but it was long before a remedy was found for the chromatic dispersion ; and artists, despairing of success, generally turned their attention to the improvement of instruments of the reflecting class. The difficulty, however, was at length overcome through the persevering efforts of John Dolland, (see Achromatism ;) and the achro- matic refracting telescope may now be regarded as an instrument all but perfect. The general aim in the construction of a telescope is to form, by means of lenses or mirrors, as large, bright, and distinct an image of a distant object as possible, and then to view the image with a magnify- ing glass in any convenient manner. We shall first describe those of the refracting glass. Galilean telescope. — This is the most ancient form of the telescope, and is that which was used by Galileo. It consists of a converging object-glass AB, Fig. 3402, and a concave diverging eye-glass C D On passing through the object-glass A B the rays of light coming from the different points of a dis- 3402 - tant object in jjarallel pencils are rendered con- A vergent, and proceed towards the principal focus, where they would form an inverted image ; but before they arrive at this point they fall upon the concave lens C D, by which they are again rendered parallel, or at least their convergence is corrected so as to give distinct vision of the object to the eye at E. The lens C D is therefore placed between the object-glass and the image, and at a distance from the image equal to its principal focal distance. The magnifying power is equal to the princiDal focal distance of the object-glass. Seo Lens. TELESCOPE. 708 In this telescope the object is seen erect, and the length of the tube is only the difference between the focal lengths of the two lenses. These properties render it preferable to any other telescope for many ordinary purposes ; as, for example, an opera-glass. When used for this purpose the magnifying power is hardly ever greater than 4 ; and it is often as low as 2. Astronomical telescope . — This is composed of a converging object-glass A B, Fig. 3403, and of a con- verging eye-glass C D. Rays of light proceeding from any point M of a distant object M 1S T , and falling on the different points of the object-glass, are refracted into a point m in the principal focus. In like manner, those proceeding from the point N are refracted into the point n ; and thus an invert- 3403. ed image rn n is formed at the focus of the ob- c , M ject-glass. The eye-glass is placed so that its focus shall coincide with the place of the im- age ; consequently rays diverging from any point of the image, and falling on the lens O D, are refracted into a joarallel direction be- fore they enter the eye at E, and are thereby rendered fit to produce distinct vision. The length of the telescope is equal to the sum of the focal dis- tances of the two lenses; and the magnifying power is equal to the focal distance of the object-glass divided by the focal distance of the eye-glass. This telescope was first described by Kepler in his Rioptrice, 1611 ; but it does not appear to have been executed until about twenty or thirty years later. Terrestrial telescope . — This differs from the astronomical telescope only in having two additional lenses E F, G H, Fig. 3404, placed in the tube of the eye-glass for the purpose of restoring the inverted image to its erect position, and thereby accommodating the telescope to terrestrial objects. The focal lengths of these additional lenses are usually the same as that of the eye-glass. The two pencils of rays proceeding from the points M and N cross each other in the anterior focus of the second lens E F, and falling parallel on E F form in its principal focus an inverted image of m n, and consequently an erect image of the object M N. This image m' n’ is seen by the eye at E through the lens GH, as the rays diverging from m' and n' in the focus of G H enter the eye in parallel pencils. When the three first lenses are equal, the magnifying power is the same as that of the astronomical telescope, whose object and eye glasses are the same as A B and C D. 3404 . The performance of refracting telescopes depends most essentially on the goodness of the object-glass , for if the first image is bright and distinct, and perfectly achromatic, there is little difficulty in construct- ing eye-pieces to magnify it, without causing it to undergo any sensible alteration. Reflecting telescopes . — In reflecting telescopes the speculum, or mirror, performs the same office that the object-glass does in those of the refracting kind, and is therefore called the object-mirror. The in- strument is constructed in various forms ; but these differ from one another chiefly in reference to the contrivances which have been adopted for bringing the focal image into a convenient situation for being viewed by the eye-piece. The principal forms are the Newtonian, the Gregorian, the Cassegrainian, and the Herschelian. Newtonian telescope . — Let ABCD, Fig. 3405, represent a section of the tube of the telescope ; A B the object-mirror, which would form at its focus the image a of any distant object. Now if a person at- tempted to view the image in its place at a by placing himself directly before the mirror, he would ne- cessarily intercept the rays of light from the object passing down the tube to the mirror, and conse- quently there would be no image to view. Sir Isaac Newton overcame this difficulty by introducing a small diagonal plane speculum d between A B and a, which intercepting itself but a small portion of light, reflects towards the side of the tube the rays converging from A B, and causes the image which would have been formed at a to be formed at b, where it can be conveniently viewed by the eye-piece E attached to the side of the tube. The small mirror is of an oval form, and is fixed on a slender arm c connected with a slide, by means of which it may be made to approach or recede from the large spec- ulum A B, according as the image approaches to or recedes from it. In this telescope the magnifying power is equal to the focal length of the object-mirror A B divided by that of the eye-glass- 704 TELESCOPE. Gregorian telescope. — In this construction the object-mirror A B, Fig. 3406, is perforated in the mid- dle, and the rays of light from a distant object being reflected from the surface of A B cross each other in the focus, where they form an inverted image a, and are then intercepted by a small concave mirror d, which causes them again to converge to a focus at b, near the perforation of the object-mirror, where they form a reinverted or direct image, which is viewed by an eye-piece E screwed into the tube behind AB. The curvature of the small speculum should be elliptical, having the foci at a and i> ; but it is generally made spherical,. In this case the great speculum should be slightly hyperbolic, to counteract the aberration of the small mirror. Cassegrainian telescope. — The great speculum of this instrument. is perforated like the Gregorian ; but the rays converging from the surface of the mirror AB, Fig. 3407, towards the, focus a, are intercepted before they reach that point by a small convex mirror d, not sufficiently convex to make the rays diver- gent, but of such a curvature as to prevent them from coming to a focus till they are thrown back to b, near the aperture in A B, where they form an inverted image which is viewed by the eye-piece E. This construction has the advantage of requiring a shorter tube than the Gregorian ; but the inversion of the image is not corrected, and for this reason probably it has not been much used. In the two last constructions the small mirror d is adjusted by means of a rod turning on a shoulder near the eye end of the tube, and connected by a screw with the apparatus which carries the arm c, to which the mirror is attached. 3 - 107 . 3108 . D Herschelian telescope . — This construction differs from the others in having no second mirror. The large speculum A B, Fig. 3408, is placed at the bottom of the tube in an inclined position, so as to bring the focal image a near the edge of the tube, where it is viewed directly by the eye-piece F without in- terfering with the light entering the telescope from the object observed. The magnifying power is the same as in the Newtonian. The reflecting telescope was invented by James Gregory, and is described by him in his Optica Pro- mota, 1663 ; but the first telescope of the kind was executed by Newton. P^eflecting telescopes have been made on a very large scale. The celebrated instrument of Sir William Herschel, erected at Slough in 1789, was 40 feet in length. Its great speculum had a diameter of 49^ inches ; its thickness was about 3-J- inches, and its weight when cast was 2118 lbs. Its focal length was 40 feet, and it admitted of a power of 6450 being applied to it. The essential advantage of large telescopes of this kind consists in the immense quantity of light which they collect, whereby the observer is enabled to perceive faint nebulae and stars which are altogether invisible in ordinary instruments. Reflecting telescopes are used only for observing phenomena , and are not like refracting telescopes, attached to circular instruments for the purpose of measuring angles with greater precision. In order to derive full benefit from them they must be used in the open air ; and must either be mounted equa- torially, (see Equatorial ;) or else in such a manner as to be capable of a smooth motion both in a ver- tical and horizontal direction. Telescopes of this kind being generally used with a high magnifying power, and consequently having a small field of view, are always accompanied with a smaller telescope or finder fixed to the tube, so that the axes of the two inst ruments are exactly parallel. Eye-pieces of telescopes.— When the image formed by the object-glass or mirror is viewed with a sin- gle lens or eye-glass, whether concave or convex, it is only in the centre of the field that distinct vision is obtained, all towards the margin being hazy and distorted. To remedy this defect, Boscovich and Huygens separately proposed the construction of an eye-piece formed of two lenses, placed at a distance from each other equal to half their focal distances. Boscovich recommended two similar lenses ; Huy- gens, that the focal length of the one should be twice that of the other ; and as this construction is found to answer best in practice, it is that which is most commonly used. The two lenses are usually plano-convex, with the convex faces towards the object-glass ; the larger lens, called the field glass, is innermost, or nearest the object-glass ; and a diaphragm cutting off the marginal rays is usually placed between them near the focus of the eye-lens, where the image is formed. This eye-piece is usually called the negative eye-piece, from its having the image seen by the eye be- hind the field glass ; and is that which is commonly supplied with telescopes intended only for the pur- pose of seeing objects without reference to measurement. Another modification of the two-lens eye-piece was proposed by Ramsden, and is called the pjositive eye-piece, because the image observed is before both lenses. The lenses are plano-convex, and nearly of the same focal length ; but their distance from each other is less than the focal distance of the lens nearest the eye, two lenses thus placed acting as a compound simple lens. This eye-piece is the most convenient when micrometer wires are placed in the focus, because it can be taken out without injuring the wires ; and it has also this advantage, that the measure of an object given by one eye-piece is not altered when it is changed for another of a different magnifying power. In both the eye-pieces now described, the image is seen inverted ; and though this is of no import TEMPERING METALS, ETC. 705 ance in astronomical observations, it is inconvenient when the telescope is used for looking at terrestrial objects. By placing an additional pair of lenses in the tube of the eye-piece, the image is repeated and reinverted, and, consequently, seen erect. By this means, as explained above, the terrestrial telescope is obtained. The name of diagonal eye-piece has been given to eye-pieces furnished with a diagonal reflecting mir- ror, tlie object of which is to give a more convenient direction to the rays emerging from tire eye-piece when the telescope is pointed high. Telescopes are generally supplied with eye-pieces of different powers, which are all fitted to enter the same tube ; and the focal adjustment is commonly effected by a rack and pinion motion acting on the tube which carries the eye-piece. TEMPERING, HARDENING, AND SOFTENING METALS used in the mechanical and useful arts . — When the malleable metals are hammered, or rolled, they generally increase in hardness, in elasticity^, and in density or specific gravity, which effects are produced simply from the closer approxi- mation of their particles ; and in this respect steel may be perhaps considered to excel, as the process called hammer-hardening, which simply means hammering without heat, is frequently employed as the sole means of hardening some kinds of steel springs, and for which it answers remarkably welL After a certain degree of compression, the malleable metals assume their closest and most condensed states ; and it then becomes necessary to discontinue the compression or elongation, as it would cause the disunion or cracking of the sheet or wire, or else the metal must be softened by the process of an- nealing. The metals, lead, tin, and zinc, are by some considered to be perceptibly softened by immersion in boiling water ; but such of the metals as will bear it are generally heated to redness, the cohesion of the mass is for the time reduced, and the metal becomes as soft as at first, and the working and an- nealing may be thus alternately pursued, until the sheet metal, or the wire, reaches its limit of tenuity. The generality of the metals and alloys suffer no very observable change, whether or not they are suddenly quenched in water from the red-heat. Pure hammered iron, like the rest, appears after an- nealing to be equally soft, whether suddenly or slowly cooled ; some of the impure kinds of malleable iron harden by immersion, but only to an extent that is rather hurtful than useful, and which may be considered as an accidental quality. Steel however receives by sudden cooling that extreme degree of hardness combined with tenacity, which places it so incalculably beyond every other material for the manufacture of cutting tools ; espe- cially as it likewise admits of a regular gradation from extreme hardness to its softest state, when sub- sequently reheated or tempered. Steel therefore assumes a place in the economy of manufactures Unapproachable by any other material ; consequently we may safely say that without it, it would be impossible to produce nearly all our finished works in metal and other hard substances ; for although some of the metallic alloys are remarkable for hardness, and were used for various implements of peace- ful industry, and also those of war, before the invention of steel, yet in point of absolute aDd enduring hardness, and equally so in respect to elasticity and tenacity, they fall exceedingly short of hardened steel. Hammer-hardening renders the steel more fibrous and less crystalline, and reduces it -in bulk; on the other hand, fire-hardening makes steel more crystalline, and frequently of greater bulk ; but the elastic nature of hammer-hardened steel will not take so wide nor so efficient a range as that which is fire- hardened. If we attempt to seek the remarkable difference between pure iron and steel in their chemical analy- ses, it appears to result from a minute portion of carbon ; and cast-iron, which possesses a much larger share, presents, as we should expect, somewhat similar phenomena. Iron semi-steelified contains one 150th of carbon. Soft cast-steel capable of welding “ 120th Cast-steel for common purposes “ 100th Cast-steel requiring more hardness “ 90th Steel capable of standing a few blows, but quite unfit for drawing “ 50th First approach to a steely granulated fracture “ 30th to 40th White cast-iron “ 25th Mottled cast-iron “ 20th Carbonated cast-iron “ 15th Super-carbonated crude iron , “ 12th Moreover, as the hard and soft conditions of steel may be reversed backwards and forwards without any rapid chemical change in its substance, it has been pronounced to result from internal arrangement or crystallization, which may be in a degree, illustrated and explained by similar changes observed in glass. A wine-glass, or other object recently blown, and plunged whilst red-hot into cold water, cracks in a thousand places, and even cooled in warm air it is very brittle, and will scarcely endure the slightest violence or sudden change of temperature ; and visitors to the glass-house are often shown that a wine- glass or other article of irregular form, breaks in cooling in the open air from its unequal contraction at different parts. But the objects would have become useful, and less disposed to fracture, if they had been allowed to arrange their particles gradually, during their very slow passage through the long an- nealing oven or leer of the glass-house, the end at which they enter being at the red-heat, and the op- posite extremity almost cold To perfect the annealing, it is not unusual with lamp-glasses, tubes for steam-gages, and similar pieces exposed to sudden transitions of heat and cold, to place them in a vessel of cold water, which is slowly raised to the boiling temperature, kept for some hours at that heat, and then allowed to cool very slowly : the effect thus produced is far from chimerical. For such pieces of flint-glass intended Von. II.— 45 TEMPERING METALS, ETC. 700 for cutting as are found to be insufficiently annealed, the boiling is sometimes preferred to a spcond passage through the leer : lamp-glasses are also much less exposed to fracture when they have been once used, as the heat if not too suddenly applied or checked, completes the annealing. Steel in like manner when suddenly cooled is disposed to crack in pieces, which is a constant source ol anxiety ; the danger increases with the thickness in the same way as with glass, and the more espe- cially when the works are unequally thick and thin. Another ground of analogy between glass and steel, appears to exist in the pieces of unannealed glass used for exhibiting the phenomena, formerly called double refraction, but now polarization of light; an effect distinctly traced to its peculiar crystalline structure. In glass it is supposed to arise from the cooling of the external crust more rapidly than the internal mass ; the outer crust is therefore in a state of tension, or restraint, from an attempt to squeeze the inner mass into a smaller space than it seems to require ; and from the hasty arrangement of the unan- nealed glass, the natural positions of its crystals are in a measure disturbed or dislocated. It has been shown experimentally, that a rearrangement of the particles of glass occurs in the pro- cess of annealing, as of two pieces of the same tube each 40 inches long, the one sent through the leer, contracted one-sixteenth of an inch more than the other, which was cooled as usual in the open air. 'lubes for philosophical purposes are not annealed, as their inner surfaces are apt to become soiled with the sulphur of the fuel ; they are in consequence very brittle and liable to accident. In the philosophical toy, the Prince Rupert’s drop, this disruption is curiously evident to the sight, as the inner substance is cracked and divided into a multitude of detached parts, held together by the smooth external coat. The unannealed glass, when cautiously heated and slowly cooled, ceases to present the polarizing effect, and the steel similarly treated ceases to be hard, and may we not there- fore indulge in the speculation, that in both cases a peculiar crystalline structure is consequent upon the unannealed or hardened state ? In the process of hardening steel, water is by no means essential, as the sole object is to extract its heat rapidly ; and the following are examples, commencing with the condition of extreme hardness, and ending with the reverse condition. A thin heated blade placed between the cold hammer and anvil, or other good conductors of heat, becomes perfectly hard. Thicker pieces of steel, cooled by exposure to the air upon the anvil, become rather hard, but readily admit of being filed. They become softer when placed on the cold cinders, or other bad conductors of heat. Still more soft when placed in hot cinders, or within the fire itself, and cooled by their gradual extinction. When the steel is incased in close boxes with charcoal powder, and it is raised to a red-heat and allowed to cool in the fire or furnace, it assumes its softest state ; unless lastly, we proceed to its partial decomposition. This is done by inclosing the steel with iron turnings or filings, the scales from the smith’s anvil, lime, or other matters that will abstract the carbon from its surface ; by this mode it is superficially decarbonized, or reduced to the condition of pure soft iron, in the manner practised by Mr. Jacob Perkins, in his most ingenious and effective combination of pro- cesses, employed for producing, in unlimited numbers, absolutely identical impressions of bank notes and checks, for the prevention of forgery. A nearly similar variety of conditions might be referred to as existing in cast-iron in its ordinary state, governed by the magnitude, quality, and management of the castings ; independently of which, by one particular method, some cast-iron may be rendered externally as hard as the hardest steel: such are called chilled-iron castings ; and, as the opposite extreme, by a method of annealing combined with partial decomposition, malleable-iron castings may be obtained, so that cast-iron nails may be clenched. Again, the purest iron, and most varieties of cast-iron, may, by another proceeding, be superficially converted into steel, and then hardened, the operation being appropriately named case-hardening. It may perhaps be truly said, that upon no one subject connected with mechanical art does there exist such a contrariety of opinion, not unmixed with prejudice, as upon that of hardening and temper- ing steel ; which makes it often difficult to reconcile the practices followed by different individuals in order to arrive at exactly similar ends. The real difficulty of the subject occurs in part from the mys- teriousness of the change ; and from the absence of defined measures, by which either the steps of the pirocess itself, or the value of the results when obtained, may be satisfactorily measured ; as each is de- termined almost alone by the unassisted senses of sight and touch, instead of by those physical means by which numerous other matters may be strictly tested and measured, nearly without reference to the judgment of the individual, yhieh in its very nature is less to be relied upon. The excellence of cutting-tools, for instance, is pronounced upon their relative degrees of endurance, but many accidental circumstances here interfere to vitiate the strict comparison : and in respect to the measure of simple hardness, nearly the only test is the resistance the objects offer to the file, a mode in two ways defective, as the files differ among themselves in hardness ; and they only serve to indicate in an imperfect manner to the touch of the individual, a general notion without any distinct measure, so that when the opinion of half a dozen persons may be taken, upon as many pieces of steel differing hut slightly in hardness, the want of uniformity in their decisions will show the vague nature of the proof Under these circumstances, instead of recommending any particular methods, we have determined to advance a variety of practical examples derived from various sources, which will serve in most cases to confirm, but in some to confute one another ; leaving to every individual to follow those examples which may be the most nearly parallel with his own wants. There are, however, some few points upon which it may be said that all are agreed ; namely, The temperature suitable to forging and hardening steel differs in some degree with its quality and its mode of manufacture ■ the heat that is required diminishes with the increase of carbon : In every case the loxeest available temperature should be employed in each process, the hammering should be applied in the most equal manner throughout, and for cutting tools it should be continued mtil they ar - nearly cold : TEMPERING METALS, ETC. TOT Coke or charcoal is much better as a fuel than fresh coal, the sulphur of which is highly injurious : The scale should be removed from the face of the work to expose it the more uniformly to the effect of the cooling medium : Hardening a second time without the intervention of hammering is attended with increased risk; and the less frequently steel passes through the fire the better. In hardening and tempering steel there are three things to be considered ; namely, the means of heating the objects to redness, the means of cooling the same, and the means of applying the heat for tempering or letting them down. I will speak of these separately, before giving examples of their application. The smallest works are heated with the flame of the blowpipe and are occasionally supported upon charcoal. (See Soldering.) For objects that are too large to be heated by the blowpipe, and too small to be conveniently warmed in the naked fire, various protective means are employed. Thus an iron tube or sheet-iron box inserted in the midst of the ignited fuel is a safe and cleanly way ; it resembles the muffle employed in chemi- cal works. The work is then managed with long forceps made of steel or iron wire, bent in the form of the letter U, and flattened or hollowed at the ends. A crucible or an iron pot about four to six inches deejy filled with lead and heated to redness, is likewise excellent, but more particularly for long and thin tools, such as gravers for artists, and other slight instruments ; several of these may be inserted at once, although towards the last they should be moved about to equalize the heat ; the weight of the lead make9 it desirable to use a bridle or trevet for the support of the crucible. Some workmen place on the fire a pan of charcoal dust, and heat it to redness. Great numbers of tools, both of medium and large size, are heated in the ordinary forge fire, which should consist of cinders rather than fresh coals : coke and also charcoal are used, but far less generally ; recourse is also had to hollow fires ; but the bellows should be very sparingly used, except in blowing up the fire before the introduction of the work, which should be allowed ample time to get hot, or, as it is called, to “ soak.” It is a common and excellent practice among some workmen to use coke both in forging and harden- ing steel goods. They frequently prepare it for themselves, either upon the forge-hearth or in a heap in the open yard. Which method soever may be resorted to for heating the work, the greatest care should be given to communicate to all the parts requiring to be hardened a uniform temperature, and which is only to be arrived at by cautiously moving the work to and fro to expose all parts alike to the fire ; the difficulty of accomplishing this of course increases with long objects, for which fires of proportionate length are required. It is far better to err on the side of deficiency than of excess of heat ; the point is rather critical, and not alike in all varieties of steel. Until the quality of the steel is familiarly known, it is a safe precau- tion to commence rather too low than otherwise, as then the extent of the mischief will be the neces- sity for a repetition of the process at a higher degree of heat ; but the steel if burned or overheated will be covered with scales, and what is far worse, its quality will be permanently iujured ; a good hammering will, in a degree, restore it ; but this in finished works is generally impracticable. It is argued by some, that by heating pieces of steel to different degrees, before plunging them into the water, the one piece attains full hardness, the next the temper of a tool fit for metal, another of a tool fit for wood, a fourth that of a spring, and so on; That this view is not altogether without founda- tion, appears in the fact that if the end of a piece of steel be made entirely hard, the transition is not quite immediate from the hard to the soft part; in making points, such as are used in a dividing-engine, it is customary to harden the end of a longer piece of steel than is required, and form the point upon the grindstone, exactly at that part where the temper suits, without the steel being let down at all. In hardening by this method, however, without tempering, the scale of proper hardness is confined within such extremely narrow limits, as to be nearly useless ; thus, it frequently happens that in a number of tools heated as nearly alike as the workman could judge, some few will be found too soft for any use, although they were all intended to receive the ordinary hardness, so as to require letting down, as usual with those tools exposed to violent strains or blows, such as screw-taps, cold chisels, and hatchets, although many tools for metal, used with quiet and uniform pressure, are left of the full hardness for 'greater durability. With the excess of heat, beyond tlie lowest that vr.ll suffice, the brittleness rather than the useful hard- ness of tools is increased ; and when no excess of heat is employed beyond that absolutely requisite for hardening in the usual manner, the steel does not appear to be injured, and the colors on its brightened surface that occur in tempering are an excellent, and in general, sufficiently trustworthy index of the inferior degrees of hardness proper for various uses. Less than a certain heat fails to produce hardness, and in the opinion of some workmen has quite the opposite effect, and they consequently resort to it as the means of rapid annealing, not, however, by plunging the steel into the water and allowing it to remain until cold, but dipping it quickly, holding it in the steam for a few moments, dipping it again, and so on, reducing it to the cold state in a hasty but intermittent manner. There is another opinion prevalent among workmen, that steel which is “pinny” or as if composed of a bundle of hard wires, is rendered uniform in its substance if it is first hardened and then an- nealed. Secondly, the choice of the cooling medium has reference mainly to the relative powers of conducting heat they severally possess: the following have been at different times resorted to with various degrees of success: currents of cold air; immersion in water in various states, in oil or wax, and in freezing mixtures ; mercury, and flat metallic surfaces have been also used. Mr. Perkins recommended, as the result of his experiments, plain water at a temperature of 40° Fahrenheit. On the whole, however, there appears to be an opinion that mercury gives the greatest degree of hardness; then cold salt ano 708 TEMPERING METALS, ETC. water, or water mixed with various ‘"astringent and acidifying matters;” plain water follows; and lastly, oily mixtures. I find but one person who has commonly used the mercury ; many presume upon the good conduct- ing power of the metal, and the nonformation of steam, which causes a separation betwixt the steel and water when the latter is employed as the cooling medium. I have failed to learn the reason of the ad- vantage of salt and water, unless the fluid have, as well as a greater density, a superior conducting power. The file-makers medicate the water in other ways, but this is one of the questionable myste- ries which is never divulged ; although it is supposed that a small quantity of white arsenic is gener- ally added to water saturated with salt. One thing however may be noticed, that articles hardened in salt and water are apt to rust, unless they are laid for a time in lime-water, or some neutralizing agent. With plain water an opinion very largely exists in favor of that which has been used over and over again even for years, provided it is not greasy : and when the steel is very harsh, the chill is taken off plain water to lessen the risk of cracking it ; oily mixtures impart to thin articles, such as springs, a sufficient and milder degree of hardness, with less danger of cracking, than from water ; and in some cases a medium course is pursued by covering the water with a thick film of oil, which is said to be adopted occasionally with scythes, reaping-hooks, and thin edge-tools. From experiments upon all these means, we are induced fully to acquiesce in Mr. Perkins’ recom- mendation of plain cold water for general purposes ; except in the case of thin elastic works, for which oil, or oily compositions are certainly more proper. A so-called natural spring is made by a vessel with a true and a false bottom, the latter perforated with small holes ; it is filled with water, and a copious supply is admitted beneath the partition ; it ascends through the holes, and pursues the same current as the heated portions, which also escape at the top. This was invented by the late Jacob Perkins, and was used by him in hardening the rollers for transferring the impressions to the steel-plates for bank notes. Sometimes when neighboring parts of works are required to be respectively hard and soft, metal tubes or collars- are fitted tight upon the work, to protect the parts to be kejrt soft from the direct ac- tion of the water, at any rate for so long a period as they retain the temperature suitable to hardening. The process of hardening is generally one of anxiety, as the sudden transition from heat to cold often causes the works to become greatly distorted if not cracked. The last accident is much the most likely to occur with thick massive pieces, which are as it were hardened in layers, as although the external crust or shell may be perfectly hard, there is almost a certainty that towards the centre the parts are gradually less hard ; and when broken the inner portions will sometimes admit of being readily filed. When in the fire the steel becomes altogether expanded, and in the water its outer crust is suddenly arrested, but with a tendency to contract from the loss of heat, which cannot so rapidly occur at the central part ; it may be therefore presumed that the inner bulk continues to contract after the outer crust is fixed, and which tends to tear the two asunder, the more especially if there be any defective part in the steel itself. An external flake of greater or less extent not unfrequently shells off in har- dening; and it often happens that works remain unbroken for hours after removed from the water, but eventually give w T ay and crack with a loud report, from the rigid unequal tension produced by the vio- lence of the process of hardening. The contiguity of thick and thin parts is also highly dangerous, as they can neither receive, nor yield up heat, in the same times ; the mischief is sometimes lessened by binding pieces of metal around the thin parts with wire, to save them from the action of the cooling medium. Sharp angular notches are also fertile sources of mischief, and, where practicable, they should be rejected in favor of curved lines. As regards both cracks and distortions, it may perhaps be generally said, that their avoidance de- pends principally upon manipulation , or the successful management of every step : first the original manufacture of the steel, its being forged and wrought, so that it may be equally condensed on all sides with the hammer, otherwise when the cohesion of the mass is lessened from its becoming red-hot, it recovers in part from any unequal state of density in which it may have been placed. While red-hot, it is also in its weakest condition ; it is therefore prone to injury either from incautious handling with the tongs, or from meeting the sudden cooling action irregularly, and therefore it is gen- erally best to plunge works vertically, as all parts are then exposed to equal circumstances, and less disturbance is risked than when the objects are immersed obliquely or sideways into the water ; al- though for swords, and objects of similar form, it is found the best to dip them exactly as in making a vertical downward cut with a sabre, which for this weapon is its strongest direction. Occasionally objects are clamped between stubborn pieces of metal, as soft iron or copper, during their passage through the fire and water. Such plans can be seldom adopted and are rarely followed, the success of the process being mostly allowed to depend exclusively upon good general management. In recent experiments in making the magnets for dipping-needles, which are about ten inches long, one-fourth of an inch wide, and the two-hundredth part of an inch thick, this precaution entirely failed ; and the needles assumed all sorts of distortions when released from between the stiff bars within which they were hardened. The plan was eventually abandoned, and the magnets were heated in the ordi- nary way within an iron tube, and were set straight with the hammer after being let down to a deep orange or brown color. Steel however is in the best condition for the formation of good permanent magnets when perfectly hard. In all cases the thick unequal scale left from the forge should be ground off before hardening, in order to expose a clean metallic surface, otherwise the cooling medium cannot produce its due and equal effect throughout the instrument. The edges also should be left thick, that they may not be burned in the fire ; thus it will frequent.lv happen that the extreme end or edge of a tool is inferior in quality to the part within, and that the instrument is much better after it has been a few times ground : “ He that, -will a good Edge win Must Forge thick and Grind thin.” TEMPERING METALS, ETC. 70', Thirdly, the heat for tempering or letting down. Between the extreme conditions of hard and soft steel there are many intermediate grades, the common index for which is the oxidation of the brightened surface, and it is quite sufficient for practice. These tints, and their respective approximate tempera- tures, are thus tabulated : 1. Very pale straw yellow 2. A shade of darker yellow 3. Darker straw yellow 4. Still darker straw yellow 5. A brown yellow 6. A yellow, tinged slightly with purple. 7. Light purple 8. Dark purple 9. Dark blue 10. Paler blue 11. Still paler blue 12. Still paler blue, with a tinge of green 410 | Tools for metal. 470 ) Tools for wood, and screw-taps, 490 \ &c. 500 i Hatchets, chipping-chisels, and 520 >• other percussive tools, saws, 530 ) &c. 550 / c • -,_ A 1 Springs. o,0 J 1 ° 590 1 610 > Too soft for the above purposes. 630 ) The first tint arrives at about 430° F., but it is only seen by comparison with a piece of steel not heated : the tempering colors differ slightly with the various qualities of steel. The knife-edges, for Cajotain Eater’s experimental pendulum, were very carefully hardened and tem- pered in a bath heated to 430° ; being then found too soft they were rehardened, and tempered, at only the heat of boiling water, after which they were considered admirably suited to their purpose. The heat for tempering being moderate, it is often supplied by the part of the tool not requiring to be hardened, and which is not therefore cooled in the water. The workman first hastily tries with a file whether the work is hard, he then partially brightens it at a few parts with a piece of grindstone or an emery stick, that he may be enabled to watch for the required color ; which attained, the work is usually cooled in any convenient manner, lest the body of the tool should continue to supply heat. But when, on the contrary, the color does not otherwise appear, partial recurrence is had to the mode in which the work was heated, as the flame of the candle, or the surface of the clear fire applied, if possible, a little below the part where the color is to be observed, that it may not be soiled by the smoke. A very convenient and general manner of tempering small objects, is to heat to redness a few inches of the end of a flat bar of iron about two feet long; it is laid across the anvil, or fixed by its cold ex- tremity in the vice ; and the work is placed on that part of its surface which is found by trial to be of the suitable temperature, by gradually sliding the work towards the heated extremity. In this manner many tools may be tempered at once, those at the hot part being pushed off into a vessel of water or oil, as they severally show the required color, but it requires dexterity and quickness in thus managing many pieces. Vessels containing oil or fusible alloys carefully heated to the required temperatures have also been used, and I shall have to describe a method called “ blazing off’" resorted to for many articles, such as springs and saws, by heating them over the naked fire until the oil, wax, or composition in wdiich they have been hardened ignites ; this can only occur wheu they respectively reach their boiling tempera- tures and are evaporated in the gaseous form. The period of letting down the works is also commonly chosen for correcting, by means of the ham- mer, those distortions which so commonly occur in hardening ; this is done upon the anvil, either with the thin pane of an ordinary hammer, or else with a hack-hammer, a tool terminating at each end in an obtuse chisel-edge, which requires continual repair on the grindstone. The blows are given on the hollow side of the work, and at right angles to the length of the curve ; they elongate the concave side, and gradually restore it to a plane surface, when the blows are dis- tributed consistently with the positions of the erroneous parts. The hack-hammer unavoidably injures the surface of the work, but the blows should not be violent, as they are then also more prone to break the work, the liability to which is materially lessened when it is kept at or near the tempering heat, and the edge of the hack-hammer is slightly rounded. Watchmakers’ drills of the smallest kinds, are heated in the blue part of the flame of the candle; larger drills are heated with the blowpipe flame, applied very obliquely, and a little below the point ; when very thin they may be whisked in the air to cool them, but they are more generally thrust into the tallow of the candle or the oil of the lamp ; they are tempered either by their own heat, or by im- mersion in the flame below the point of the tool. For tooLs between those suited to the action of the blowpipe, and those proper for the open fire, there are many which require either the iron tube, or the bath of lead or charcoal ; but the greater number of works are hardened in the ordinary smith’s fire, without such defences. Tools of moderate size, such as the majority of turning tools, carpenters’ chisels and gouges, and so forth, are generally heated in the open fire ; they require to be continually drawn backwards and for- wards through the fire, to equalize the temperature applied : they are plunged vertically into the water, and then moved about sideways to expose them to the cooler portions of the fluid. If needful, they are only dipped to a certain depth, the remainder being left soft. Some persons use a shallow vessel filled only to the height of the portion to be hardened, and plunge the tools to the bottom ; but this strict line of demarcation is sometimes dangerous, as the tools are ajjt to become cracked at the part, and therefore a small vertical movement is also generally given, that the transition from the hard to the soft part may occupy more length. ■Razors and penknives are too frequently hardened without the removal of the scale arising from the forging; this practice which, is not done with the best works, cannot be too much deprecated. The blades are heated in a coke or charcoal fire, and dipped into the water obliquely. In tempering razors, they 710 TEMPERING METALS, ETC. are laid on their backs upon a clear fire, about half-a-dozen together, and they are removed one at a time, "when the edges, ■which are as yet thick, come down to a pale straw-color ; should the backs acci dentally get heated beyond the straw-color, the blades are cooled in water, but not otherwise. Pen knife blades are tempered, a dozen or two at a time, on a plate of iron or copper, about twelve inches long, three or four wide, and about a quarter of an inch thick ; the blades are arranged close together on their backs, and lean at an angle against each other. As they come down to the temper, they are picked out with small pliers and thrown into water, if necessary ; other blades are then thrust forward from the cooler parts of the plate to take their place. Hatchets, adzes, cold chisels, and numbers of similar tools, in which the total bulk is considerable compared with the part to be hardened, are only partially dipped ; they are afterwards let down by the heat of the remainder of the tool, and when the color indicative of the temper is attained, they are entirely quenched. With the view of removing the loose scales, or the oxidation acquired in the fire, some workmen rub the objects hastily in dry salt before plunging them in the water, in order to give them a cleaner and whiter face. In hardening large dies, anvils, and other pieces of considerable size, by direct immersion, the rapid formation of steam at the sides of the metal prevents the free access of the water for the removal of the heat with the required expedition ; in these cases, a copious stream of water from a reservoir above is allowed to fall on the surface to be hardened. This contrivance is frequently called a “ float,” and although the derivation of the name is not very clear, the practice is excellent, as it supplies an abun- dance of cold water ; and which, as it falls directly on the centre of the anvil, is sure to render that part hard. It is, however, rather dangerous to stand near such works at the time, as when the anvil face is not perfectly welded, it sometimes in part flies off with great violence and a loud report. Occasionally the object is partly immersed in a tank beneath the fall of water, by means of a crane and slings ; it is ultimately tempered with its own heat, and dropped in the water to become entirely cold. Oil, or various mixtures of oil, tallow, wax, and resin, are used for many thin and elastic objects, such as needles, fish-hooks, steel pens and springs, which require a milder degree of hardness than is given by water. For example, steel pens are heated in large quantities in iron trays within a furnace, and are then hardened in an oily mixture ; generally they are likewise tempered in oil, or a composition the boiling point of which is the same as the temperature suited to letting them down. This mode is particularly expeditious, as the temper cannot fall below the assigned degree. The dry heat of an oven is also used, and both the oil and oven may be made to serve for tempers harder than that given by boiling oil ; but more care and observation are required for these lower temperatures. Saws and springs are generally hardened in various compositions of oil, suet, wax, and other ingre- dients. The composition used by an experienced saw-maker is two pounds of suet and a quarter of a 1 ound of bees- w 7 ax to every gallon of whale-oil ; these are boiled together, and will serve for thin works and most kinds of steel. The addition of black resin, to the extent of about one pound to the gallon, makes it serve for thicker pieces and for those it refused to harden before ; but the resin should be added with judgment, or the works will become too hard and brittle. The composition is useless when it has been constantly employed for about a month : the period depends, however, on the extent to which it is used, and the trough should be thoroughly cleaned out before new mixture is placed in it. The following recipe is recommended by an experienced workman : “ Twenty gallons of spermaceti oil ; twenty pounds of beef suet rendered ; one gallon of neats-foot oil ; one pound of pitch ; three pounds of black resin. These tw 7 o last articles must be previously melted together, and then added to the other ingredients ; w 7 hen the whole must be heated in a proper iron vessel, with a close cover fitted to it, until the moisture is entirely evaporated, and the composition will take fire on a flaming body being presented to its surface, but which must be instantly extinguished again by putting on the cover of the vessel.” The above ingredients lose their hardening property after a few weeks’ constant use. The saws are heated in long furnaces, and then immersed horizontally and edgeways in a long trough containing the composition ; two troughs are commonly used, the one until it gets too warm, then the other for a pe- riod, and so on alternately. Part of the composition is wiped off the saws with a piece of leather, when they are removed from the trough, and they are heated one by one over a clear coke fire, until the grease inflames ; this is called “ blazing off.” When the saws are wanted to be rather hard, but little of the grease is burned off; when milder, a larger portion ; and for a spring temper, the whole is allowed to burn away. When the work is thick, or irregularly thick and thin, as in some springs, a second and third dose is burned off, to insure equality of temper at all parts alike. Gun-lock springs are sometimes literally fried in oil for a considerable time over a fire in an iron tray ; the thick parts are then sure to be sufficiently reduced, and the thin parts do not become the more softened from the continuance of the blazing heat. Springs and saws appear to lose their elasticity, after hardening and tempering, from the reduction and friction they undergo in grinding and polishing. Towards the conclusion of the manufacture, the elasticity of the saw is restored principally by hammering, and partly by heating it over a clear coke fire to a straw-color : the tint is removed by very diluted muriatic acid, after which the saws are well washed in plain w 7 ater and dried. Watch-springs are hammered out of round steel wire, of suitable diameter, until they fill the gage for width, which at the same time insures equality of thickness ; the holes are punched in their ex- tremities, and they are trimmed on the edge with a smooth file; the springs are then tied up with binding-wire, in a loose open coil, and heated over a charcoal fire upon a perforated revolving-plate, they are hardened in oil, and blazed off. The spring is now distended in a long metal frame, similar to that used for a saw-blade, and ground end polished with emery and oil, between lead blocks; by this time its elasticity appears quite Iosl, TEMPERING METALS, ETC. 71] and it may be bent in any direction ; its elasticity is, however, entirely restored by a subsequent ham mering on a very bright anvil, which u puts the nature into the spring .” The coloring is done over a flat plate of iron, or hood, under which a little spirit lamp is kept burning; the spring is continually drawn backwards and forwards, about two or three inches at a time, until it assumes the orange or deep-blue tint throughout, according to the taste of the purchaser ; by many the coloring is considered to be a matter of ornamant, and not essential. The last process is to coiL the spring into the spiral form, that it may enter the barrel in which it is to be contained ; this is done by a tool with a small axis and winch-handle, and does not require heat. The balance-springs of marine chronometers, which are in the form of a screw, are wound into the square thread of a screw of the appropriate diameter and coarseness ; the two ends of the spring are retained by side-screws, and the whole is carefully enveloped in platinum foil, and tightly bound with wire. The mass is next heated in a piece of gun-barrel closed at the one end, and plunged into oil, which hardens the spring almost without discoloring it, owing to the exclusion of the air by the close platinum covering, which is now removed, and the spring is let down to the blue, before removal from the screwed block. The balance or hair springs of common watches are frequently left soft ; those of the best watches are hardened in the coil upon a plain cylinder, and are then curled into the spiral form between the edge of a blunt knife and the thumb, the same as in curling up a narrow riband of paper, or the fila- ments of an ostrich feather. Mr. Dent says that 3200 balance-springs weigh only one ounce ; but springs also include the heaviest examples of hardened-steel works uncombined with iron ; for example, of Mr. Adams’ patent bow- springs for all kinds of vehicles, some intended for railway use, measure 3-1 feet long, and weigh 50 pounds each piece ; two of these are used in combination : other single sjirings are 6 feet long, and weigh 70 pounds. In hardening them they are heated by being drawn backwards and forwards through an ordinary forge-fire, built hollow, and they are immersed in a trough of plain water : in tempering them they are heated until the black-red is just visible at night; by daylight the heat is denoted by its making a piece of wood sparkle when rubbed on the spring, which is then allowed to cool in the air. The metal is 9-16ths of an inch thick, and Mr. Adams considers 5-8ths the limit to which steel will harden properly — that is, sufficiently alike to serve as a spring : he tests their elasticity far beyond their intended range. Great diversity of opinion exists respecting the cause of elasticity in springs : by some it is referr d to different states of electricity ; by others the elasticity is considered to reside in the thin, blue, oxidized surface, the removal of which is thought to destroy the elasticity, much in the same manner that the elasticity of a cane is greatly lost by stripping off its siliceous rind. The elasticity of a thick spring is certainly much impaired by grinding off a small quantity of its exterior metal, which is harder than the inner portion ; and perhaps thin springs sustain in the polishing a proportional loss, which is to them equally fatal. It has been found experimentally that the bare removal of the blue tint from a pendulum spring, by its immersion in weak acid, caused the chronometer to lose nearly one minute each hour ; a second and equal immersion scarcely caused any further loss. It is also stated as a well-known fact that such springs get stronger, in a minute degree, during the first two or three years they are in use, from some atmospheric change ; when the springs are coated with gold by the electrotype process, no such change is observable, and the covering, although perfect, may be so thin as not to compensate for the loss of the blue oxidized surface. One of the most serious evils in hardening steel, especially in thick blocks, or those which are un- equally thick and thin, is their liability to crack, from the sudden transition ; and in reference to hard- ening razors, a case in point, Mr. Stodart mentions it as the observation and practice of one of his work- men, “ that the charcoal fire should be made up with shavings of leather and upon being asked what good he supposed the leather could do, this workman replied, “that he could take upon him to say that he never had a razor crack in the hardening since he had used this method, though it was a frequent occurrence before.” When brittle substances crack in cooling, it always happens from the outside contracting and becom- ing too small to contain the interior parts. But it is known that hard steel occupies more space than when soft; and it may easily be inferred that the nearer the steel approaches to the state of iron, the less will be this increase of dimensions. If, then, we suppose a razor or any other piece of steel to be heated in an open fire with a current of air passing through it, the external part will, by the loss of carbon, become less steely than before ; and when the whole piece comes to be hardened, the inside will be too large for the external part, which will probably crack. But if the piece of steel be wrapped up in the cementing mixture, or if the fire itself contain animal coal, and is put together so as to operate in the manner of that mixture, the external part, instead of being degraded by this heat, will be more carbonated than the internal part, in consequence of which it will be so far from splitting or bursting during its cooling, that it will be acted upon in a contrary direction, tending to render it more dense and solid. The cracking which so often occurs on the immersion of steel articles in water, does not appear to arise so much from any decarbonization of the surface merely, as from the sudden condensation and contraction of a superficial portion of the metal, while the mass inside remains swelled with heat, and probably expands for a moment on the outside coming in contact with the water. The file-makers, to save their works from clinking, or cracking partly through in hardening, draw the files through yeast, beer-grounds, or any sticky material, and then through a mixture of common salt and animal hoof roasted and pounded. This is corroborative of the above, as in the like manner it sup- plies a little carbon to the outside, and also renders the steel somewhat harder and less disposed to crack ; the composition also renders the more important service of protecting the fine points of the teeth from beintr injured by the five. 712 TEMPERING METALS, ETC. An analogous method is now practised in hardening patent axletrees which are of wrought-iron, with two pieces of steel welded into the lower side where they rest upon the wheels and sustain the load The work is heated in an open forge-fire, quite in the ordinary way, and when it is removed a mixture, principally the prussiate of potash, is laid upon the steel ; the axletree is then immediately immersed in water, and additional water is allowed to fall upon it from a cistern. The steel is considered to be- come very materially harder for the treatment, and the iron around the same is also partially hardened These are, in fact, applications of the case-hardening process, which is usually applied to wrought- iron for giving it a steely exterior, as the name very properly implies. Occasionally steel which hardens hut imperfectly, either from an original defect in the material, or from its having become deteriorated by bad treatment, or too frequent passage through the fire, is submitted to the case-hardenitag process in the ordinary way, by inclosing the objects in iron boxes, as will be explained. This in part restores the carbon which has been lost, and the steel admits of being hardened ; but this practice is not to be generally recommended, although it is well employed for, the purposes of transfer engraving, explained at Engraving on Steel, a method introduced by Mr. Jacob Perkins, and which took its origin in the curious transfer processes of the calico- works, wherein, however, copper is the material principally used. Various methods have been likewise attempted to prevent the distortions to which work is liable in the operation of hardening, but without any very advantageous results : for instance, it has been rec- ommended to harden small cylindrical wires by rolling them when heated between cold metallic sur- faces to retain them perfectly straight. This might probably answer, but unfortunately cylindrical steel wires supply but a very insignificant portion of our wants. Another mode tried by Dr. Wollaston was to inclose the piece of steel in a tube filled with Newton’s fusible alloy, the whole to be heated to redness and plunged in cold water; the object was released by immersion in boiling water, which melted the alloy, and the piece came out perfectly unaltered in form, and quite hard. This mode is too circuitous for common practice, and the reason why it is to be always successful is not very apparent. Mr. Perkins resorted to a very simple practice with the view of lessening the distortion of his en- graved steel plates, by boiling the water in which they were to be hardened to drive off the air, and plunging them vertically ; and as the plates were required to be tempered to a straw color, instead ol allowing them to remain in the water until entirely cold, he removed them whilst the inside was still hot, and placed them on the top of a clear fire until the tallow with which they were rubbed smoked ; the plate was then returned to the water for a few moments, and so on alternately until they were quite cold, the surface never being allowed to exceed the tempering heat. From various observations, it appears on the whole to be the best in thick works thus to combine the hardening and tempering processes, instead of allowing the objects to become entirely cold, and then to reheat them for tempering. To ascertain the time when the plate should be first removed from the water, Mr. Perkins heated a piece of steel to the straw color, and dipped it into water to learn the sound it made ; and when the hardened plate caused the same sound, it was considered to be cooled Ic the right degree, and was immediately withdrawn. Locomotive wheels with hardened-steel tires may be viewed as the most ponderous example of hard- ening, as the tires of the eight-foot wheels weigh about 10 cwt., and consist of about one-third steel, and there seems no reason why this diameter might not be greatly exceeded. The materials for the tires are first swaged separately, and then welded together under the heavy hammer at the steel-works, after which they are bent to the circle, welded, and turned to certain gages. The tire is now heated to redness in a circular furnace ; during the time it is getting hot the iron wheel, previously turned to the right diameter, is bolted down upon a face-plate ; the tire expands with the heat, and when at a cherry-red it is dropped over the wheel, for which it was previously too small, and is also hastily bolted down to the surface-plate, the whole load is quickly immersed by a swing-crane into a tank of water about five feet deep, and hauled up and down until nearly cold ; the steel tires are not afterwards tempered. Hardening and softening cast-iron . — The similitude of chemical constitution between steel, which usually contains about one per cent, of carbon, and cast-iron, that has from three to six or seven per cent., naturally leads to the expectation of some correspondence in their characters, and which is found to exist. Thus some kinds of cast-iron will harden almost like steel, but they generally require a higher temperature ; and the majority of cast-iron, also like steel, assumes different degrees of hardness, ac- cording to the rapidity with which the pieces are allowed to cool. The casting left undisturbed in the mould, is softer than a similar one exposed to the air soon after it has been poured. Large castings cannot cool very hastily, and are seldom so hard as the small pieces, some of which are hardened like steel by the moisture combined with the moulding sand, and cannot be filed until they have been annealed after the manner of steel, which renders them soft and easy to be worked. Chilled iron castings present as difficult a problem as the hardening and tempering of steel ; the fact is simply this, that iron castings, made in iron moulds under particular circumstances, become on their outer surfaces perfectly hard, and resist the file almost like hardened steel ; the effect is, however, su- perficial, as the chilled exterior shows a distinct line of demarcation when the objects are broken. Ploughshares are sometimes cast on this principle ; the under sides and points are hard from the chilling process, and these, from resisting abrasion more than the softer parts, maintain a comparatively thin edge. The production of chilled castings is always a matter of some uncertainty, and depends upon the united effect of several causes: the quality of the iron, the thickness of the casting,. the temperature of the iron at the time of pouring, and the condition or temperature of the iron mould, which has a greater effect in “ striking in” when the mould is heated than if quite cold : a very thin stratum of earthy matter will almost entirely obviate the chilling effect. A cold mould does not generally chill so readily as one heated nearly to the extent called “ black-hot;” but the reverse conditions occur with some cast-irrn- TEMPERING METALS, ETC. 713 There is this remarkable difference between cast-iron thus hardened, and steel hardened by pi .inging whilst hot into water : that whereas the latter is softened again by a dull-red heat, the chilled castings, on the contrary, are turned out of the moulds as soon as the metal is set, and are allowed to cool in the air ; yet although the whole is at a bright-red heat, no softening of the chilled part takes place. This material has been employed for punches for red-hot iron ; the punches were fixed in cast-iron sockets, from which they only projected sufficiently to perforate the wheel-tires in the formation of which they were used, and from retaining their hardness they were more efficient than those punches made of steel. Chilled castings are also commonly employed for axletree-boxes, and naves of wheels, which are fin- ished by grinding only ; also for cylinders for rolling metal, for the heavy hammers and anvils or stithies for iron-works, the stamp-heads for pounding metallic ores, ain and some parts of Germany ; and the third that of Celsius, or the centigrade scale, now used in France, Germany, and Sweden. Fahrenheit's scale. — Tn this scale the interval between the freezing and boiling points of water is divided into 180 equal parts or degrees, which number was chosen by Fahrenheit, (or probably Roemer,) from some theoretical ■considerations respecting the expansion of mercury ; it being computed that the thermometer, when plunged into melting snow, contained 11,156 parts of mercury, which, at the tem- perature of boiling water, were expanded into 11,336 parts, being an increase of 180 parts. The zero point of the scale is placed at 32° below the freezing point of water. It has been frequently stated that this point was selected as indicating the temperature of a freezing mixture of snow and salt ; but it appears from Boerhaave that it was adopted from a still more precarious supposition, namely, the greatest cold observed in Iceland, which was probably assumed to be the lowest natural temperature. The freezing point is thus marked 32°, and consequently the boiling point at 32 -f- 180 = 212. It must be admitted that this scale, though it possesses some advantages in the lowness of the zero point and the smallness of the divisions, is not well adapted to philosophical purposes. Reaumer's scale . — Reaumer, in 1130, proposed the adoption of the temperature of melting ice as tho r.ero of the scale, and to divide the distance between this and the boiling point of water into 80°, hav- ing observed that between those temperatures spirits of wine (which he used for the thermometric 716 THERMOMETER. fluid) expanded from 1000 parts to 1080. This division soon became general in France and othet countries, and a great number of valuable observations have been recorded in terms of it; but it is now seldom used in works of science. Centigrade scale. — In 1742 Celsius, professor at Upsal, in Sweden, proposed to divide the space be- tween the freezing and boiling points of water into 100 equal parts, the zero point being placed (as in Reaumer’s) at freezing. This division being in harmony with our decimal arithmetic, is better adapted than the two former to scientific purposes. It has been adopted by all the French writers since the Revolution, and is the best known in most parts of the north and middle of Europe. It has been sometimes objected to this scale, (and the objection applies equally to Reaumer’s,) that on account of the comparatively high point at which the zero is placed, meteorological observations are embarrassed with the algebraic signs of plus and minus. The inconvenience (if any) is a very trifling one, and is much more than compensated by the facilities for calculation which the scale affords. Conversion of degrees of one scale into degrees of another. — From the manner in which the three scales are graduated, it is easy to deduce formul* expressing any temperature given according to one scale in terms of either of the others. The interval which in Fahrenheit’s scale is divided into 180 parts is di- vided into only 100 parts in the centigrade scale, and into 80 in Reaumer’s. Hence one degree of Fah- renheit’s is equal to 5-9ths of a degree of the centigrade, and to 4-9ths of a degree of Reaumer. But some attention is required on account of the difference of the zero points. For the sake of perspicuity, it is convenient to adapt the expressions to three distinct cases. Let F denote degrees of Fahrenheit’s scale, C degrees of the centigrade, and R degrees of Reaumer ; then, Case I. For all temperatures above the freezing point, F — 32 = fC = JR. Case 2. For all temperatures between the freezing point and the zero of Fahrenheit’s scale, 32 — F = — 4 C = — SR. Case 3. For all temperatures below the zero of Fahrenheit, — 32 — F= — fC= — §R. By substituting numbers in these formula? for F, C, or R, as the case may require, the corresponding values on the other scales is immediately obtained ; but if many reductions are required to be made, it is more convenient to have comparative tables, by which the correspondence of the scales is seen at a glance. Such tables are given in most treatises on chemistry. Theory of the graduation. — It will be evident from what has now been said that, whatever scale be adopted, the division is founded on the assumed principle that equal increments of heat produce equal expansions. This assumption may be put to the test of experiment by the mixture of fluids at different temperatures. For example, if a pound of water at 212° Fahr. be mixed with another pound of water at 32°, and the requisite precautions be used, then the temperature of the mixture will be 122°, which is the arithmetical mean between the two temperatures ; and if the assumed principle be correct, a ther- mometer plunged into the mixture will stand at 122°. This is found to be the case with the mercurial, but not with the spirit thermometer ; and, in general, thermometers formed of different fluids, when ex- posed to the same temperatures, do not give the same indications throughout the whole extent of the scale. An important question hence arises : what substance ought to be adopted as the standard to which, in comparing observations, all others should be reduced ? It is, perhaps, not possible to deter- mine this question with absolute certainty; but the experiments of the French chemists Dulong and Petit on the dilatation of various substances, render it probable that air and the other permanent gases (which all expand equally) afford the most accurate indications of the true variations of temperature. As compared with the air thermometer, the expansion of mercury is proportional to the increase of tem- perature from — 30° to -f- 100° of the centigrade scale. From this point to 360° (the boiling point of mercury) mercury expands more rapidly than air, and consequently the mercurial thermometer stands higher than the air thermometer in the same temperature. When the former indicates 200° and 300°, the latter indicates 197° and 292'7° respectively ; and it seems to be a general law that all fluids with the same increase of heat expand more rapidly as the temperature approaches their boiling point. The more rapid expansion of the mercury at high temperatures is, however, in some measure corrected by the expansion of the bulb. Change of the zero point.- — There is a circumstance connected with the mercurial thermometer which requires to be attended to when very exact determinations of temperature are to be made. Bellani, in Italy, and Flaugergues in France, observed that when thermometers which have been constructed for several years are placed in melting ice, the mercury stands in general higher than the zero point of the scale ; and this circumstance, which renders the scale inaccurate, has been usually ascribed to the slow- ness with which the glass of the bulb acquires its permanent arrangement, after having been heated to a high degree in boiling the mercury. Despretz ( Trcdte de Physique) observes, that in very nice ex- periments it is always necessary to verify the zero point; for he found that when thermometers have been kept during a certain time in a low temperature, the zero point rises, but falls when they have been kept in a high temperature ; and this remark applies equally to old thermometers and to those which have been recently constructed. Register thermometers. — In meteorological observations it is of great importance to ascertain the lim its of the range of the thermometer in a given period of time, during a day or night, for example, while the observer is absent. Numerous contrivances have accordingly been proposed for this purpose, but the two following are those most frequently used. Six's register thermometer. — This instrument was invented by Mr. Six, of Colchester, England, and is described in the Phil. Trans., vol. lxxii. It is a spirit thermometer, having a long cylindrical bulb A, Fig. 3410, with the tube bent in the form of a siphon, and terminating in a small cavity B. A part of the tube, from a to 6, is filled with mercury ; but the bulb A, and the remaining portion of the tube THERMOMETER. 717 3410. ■ 1 and a small part of the cavity 13, with highly rectified alcohol. The use of the mercury in the middle of the tube is to give motion to two indices, c and d, which consist each of a glass tube in which a small bit of iron wire is inclosed, the ends being capped with enamel. The indices are of such a size that they move freely within the barometric tube, and allow the spirit to pass ; but a slender spring is attached to each, which presses against the side of the tube, and is just strong enough to prevent the index from falling down when it has been raised to any point and the mercury recedes. The action of the instrument will be readily apprehended from the figure. An increase of heat expands the alcohol in the bulb A, depresses the mercury at a, and consequently raises it in the other branch of the siphon at b. The mercury while rising drives the index d before it; and when the temperature diminishes, the mercury re- cedes from the index, which is retained in its place by the action of the spring, and conse- quently marks the highest point at which the mercury has stood. In like manner, when the spirit in the bulb A is contracted by a diminution of heat, the mercury is pressed to- wards A by the elastic force of a portion of air purposely left in the cavity B, and drives before it the index c, which is prevented from falling back by the. spring, and consequently remains at the highest point at which the mercury has stood in that branch of the siphon. When the observation has been made, the indices are brought- back to the surface of the mercury by means of a magnet, which acts on the inclosed iron wire and overcomes the force of the spring. A scale is applied to each limb of the siphon, and graduated by comparison with a standard thermometer. This instrument has all the defects which belong to the spirit thermometer, and the indications arc besides in some degree deranged by the expansion and contraction of the inclosed column of mercury; probably, also, by the friction of the indices. Nevertheless, it is the best instrument we possess for de- termining the temperature of the sea at great depths. Rutherford's thermometer. — Another register thermometer, simpler in its construction, and less ex- pensive than the former, and consequently more generally used, is the day and night thermometer pro- posed by Dr. Rutherford in the Edinburgh Transactions, vol. iii. It consists simply of two thermome ters; a mercurial thermometer A, Fig. 3411, and a spirit thermometer B, attached horizontally to the same frame, and each provided with its own scale. The index of A is a bit of steel, which is pushed before the mer- cury ; but, in consequence of its horizontal position, remains in its place when the mercury recedes, and consequently indicates the highest degree of the scale to which the mercury has risen. The index of B is of glass, with a small knob at each end. This lies in the spirit, which freely passes it when the thermometer rises ; but when the spir it recedes, the cohesive attraction between the fluid and the glass overcomes the friction arising from the weight of the index, and the index is conse- quently carried back with the spirit towards the bulb. As there is no force to move it in the opposite direction, it remains at the point nearest the bulb to which it has been brought, and thus indicates the lowest temperature which has occurred. By inclining the instrument the indices are brought to the surfaces of their respective fluids, and prepared for a new observation. History of the thermometer . — The invention of the thermometer dates from about the beginning of the 17th century, but it is not certainly known when or by whom it was first brought into use. By the Dutch authors it is ascribed to Cornelius Drebbel, a peasant of Alkmaar, and by the Italians to Sanc- torio. Libri ( Annates de Chitnie, Dec. 1830) maintains, on the authority of Castelli and Viviani, that ' the instrument was invented by Galileo prior to-1597. The thermometer of Drebbel and Sanctorio was a very imperfect instrument. It consisted of a glass tube, having a ball blown on one of its extremi- ties, and the other end left open. A portion of air being expelled from the ball by heat, the open end was plunged into a cup containing any liquid, when, on the cooling of the ball, the liquid would rise in the tube, and the variations of its height indicate the increase or diminution of the temperature of the bulb. The instrument had no scale, and was therefore merely an indicator of changes of temperature, or a thermoscope ; and it was defective even in this respect, inasmuch as it is affected not merely by heat and cold, but by the varying pressure of the atmosphere. The Florentine academicians first ex- cluded the influence of atmospheric pressure by using a spirit instead of an air thermometer, and her- metically sealing the tube. The next step in improvement was the adoption of a fixed point in the scale. Boyle proposed the thawing oil of aniseeds, which he preferred to thawing ice, because it could be readily obtained at all times of the year. Halley proposed the uniform temperature of a deep pit, which he probably considered would be the mean temperature of the earth ; but he also suggested the point at which spirit boils as well as the boiling point of water. Newton appears to have been the first who saw the advantage of having two fixed points in the scale ; and in order that the instrument might be applicable to a wider range of temperature, he used linseed oil as the thermometric fluid. This, however, has not been found to answer, on account of its sluggish motion and adhesion to the sides of the tube. The astronomer Roemer proposed the substitution of mercury, which is now generally used ; and the knowledge of the fluctuation of the boiling point of water, owing to atmospheric pressure, is due to Fahrenheit, about 1724. Since that time no improvement has been made in the principle of the instrument. For further information on this subject the reader may be referred to Deluc, Recherches sur les Modi- fications de V Atmosphere, Geneve, 1772; Biot, Traite de Physique, tome 1 ; Nicholson's Chemistry; Library of Usef ul Knowledge, “ Thermometer and Pyrometer ;” Muncke in Gehler's Physicalisckes 1 Vorterbuch. Saxton's Deep Sea Thermometer. In conducting the off-shore hydrography of the United States Coast Survey, the proximity of the Gulf Stream, and its important bearings on the chief highways of our commerce, have made it specially incumbent on the Coast Survey organization to develop the great physical features of this phenomenon with as much accuracy as possible. The exigency of the work of 718 THERMOMETER. sounding along the shore has hitherto withheld the organization from any full investigation of the Gulf Stream problems, yet several results of much interest, as to its form, position, movements, and tempe- ratures, have been already reached in more or less detail. How to observe the deep sea temperatures which are ever disturbing the rest of the ocean — how to bring up, from a depth of several miles, a trust- worthy reading of the heat which prevails in those unexplored recesses, is a question which demands an answer before the Gulf Stream can be fully comprehended in its fundamental facts. The proposed investigations were seriously obstructed by the enormous pressures in the regions to be explored, which deranged all common contrivances. The ordinary glass thermometers were repeatedly tried in the Coast Survey soundings, hut as uniformly broken. Attempts were made to protect them by strong metallic cases, which were also crushed in. Mr. Saxton, the eminently ingenious and successful head of the Instrument Department in the Coast Survey Office, then devised the deep sea thermometer which bears his name, and which has been used for several years with entire success. Some accidents, not faults of the instrument, have had the effect to prevent such extensive observations as Mr. Bache had provided for, hut it is to be hoped that each year will contribute to the number of our reliable observa- tions with this elegant apparatus. \\e proceed to state its principle and the arrangement of its parts. The main feature is a compound spiral of helical band or ribbon, composed of two similar plates firmly united along their surface of contact, the outer one being of silver, and the inner one of plati- i nurn. As the rates of expansion of these two metals are widely different, the variation of temperature to which the spiral is exposed, will produce a considerable movement of torsion, or rotation at the bot- tom of the helix, the top being fixed. This principle is familiar in Breguetfs torsion thermometer, and Mr. Saxton has only applied it to a novel case, with an improved arrangement at the upper extremity of the spiral, for magnifying and reading the indication furnished. The motion of rotation given by a change of temperature, is very well fitted for reading, as by gearing it up, it gives a quite ample rota- tion to an index hand. Within the spiral is a hollow tube, to which at the top the spiral is screwed fast, as shown in fig. 1. Within this tube is a small rod or axle, which is connected with the bottom of the spiral, and turns freely on a supporting pivot, so as to communicate the torsion rotation to a toothed THERMOMETER 719 silver wheel on its top, which is shown in fig. 2 ; that part only being toothed which will he needed. A small pinion, which bears the index hand, takes up the motion, and is made to traverse the graduated silver rim, and carry with it a stop hand, fig. 3, which will indicate the maximum or minimum tempe- ratures passed in the descent, according to its arrangement. Suriace temperatures are read off at once, and the sounding lines give the depths. _ The whole of this arrangement is inclosed in a firm metal case, a§ shown in fig.. 4, which protects it from injury, and yet permits the water to pass freely around the spiral, causing it instantly to take the temperature of its locality. The top case is covered with a cap, pierced with small holes to permit the water to pass freely. The whole case is then mounted in a metal frame by means of two rings. The top ring turns on two side pivots, to permit the insertion of the case ; but the lower ring is in halves, one of which is fixed, and the other opens out to receive the case, after which it closes, and is tightly clamped. An eye at the top receives the sounding-line, and one at the bottom any requisite sinking weights. All the delicate parts of this thermometer which could be corroded, are heavily electro-plated with gold by Mr. Mathiot in the Coast Survey Electrotype Laboratory, so that they are not liable to injury with fair treatment. In using this instrument, it is thrown from the side of the vessel at successive times, first observing the surface temperature, and then sinking it to a small depth, and again to one a little greater, and so on, till it can be decided that the stop hand indication belongs to the greatest depth attained. The pass- ing of a point of maximum or minimum temperature, however, complicates the problem, and makes it a matter of critical judgment to connect the temperature and depth with accuracy. In the hands of good observers, it yields excellent results, and, though not all that could be desired, is still a most excel- lent instrument within the range of its capacities. Its cost, made in the limited numbers required in the operation of the Coast Survey, is about sixty dollars, though a demand for considerable numbers would much reduce this amount. We trust that this or some better instrument, if possible, will hereafter be em- loyed with increased zeal in the study, not only of Gulf Stream temperatures, but of the ocean through- out its whole expanse, and even in our lakes and the interior seas of the whole world. Surface tempe- ratures alone are quite insufficient to give correct results, for the solar radiation produces a great effect on the superficial layers, and we must penetrate to one or two hundred feet before we enter on the grand temperature scale. A minimum temperature is usually passed in descending, at that depth where the sun’s effects may be assumed to terminate, and we then enter on an increasing scale of tempera- tures, which, according to one of Prof. Bache’s discussions, give, with the co-ordinates of depth, a curve clearly and obviously the logarithmic curve. The connection between this result, and some of the grand results of that theory of heat, which treats it as an elastic fluid, is striking and eminently sug- gestive, though too recondite to be more than mentioned here. There is then a vast field of research, full of interest and promise, for whose exploration this thermometer is, we believe, the most reliable in- ttrument, and we trust it will therefore be put into increasingly active requisition. THRESHING MACHINE, WATER, of eight horse-power. Fig. 3412 contains a side elevation of the machine, and Fig. 3413 contains a plan of the same. The same parts are denoted by the same letters in both of the drawings. The water-wheel is of the kind denominated overshot , with wooden buckets. The shaft of this wheel 720 THRESHING MACHINE. rests on pillow-blocks bolted to the stone-work forming the sides of the wheel-pit. These pillow-blocks have sometimes covers of the regular form, but more commonly they are unprovided with covers of any sort; occasionally they are furnished with shell-covers for the sake of appearance, and to preserve the gudgeons from water and sand. On the end of the water-wheel shaft, which passes into the barn , is keyed a spur-wheel 1, of 121 teeth ; this wheel geers with the pinion 3, of sixteen teeth, upon the shaft B. On the other end of the shaft is keyed the cog-wheel 2, of 115 teeth; this last geers with the pinion 4, of 15 teeth, on the end of the shaft of a drum D, which carries on its circumference four projecting pieces called the beaters, their purpose being to beat or thresh the grain from the straw as this passes forward between the feed- rollers R, at the bottom of the feed-table F, upon which the unthreshen material is spread out in a layer previous to its being introduced between the feed-rollers. The feed-rollers are both fluted, and derive their motion from a pulley on the shaft B, by means of a pitch-chain 6, which passes over the pulley 8, on the spindle of the lower roller. On passing the beater-drum D, the straw is taken up by the two sets of shakers S S in succession. The shakers are driven likewise from the shaft B by a pulley marked 7, and a pitch-chain which passes over a pulley marked 5, on the shaft of the first set of shakers. The second set of shakers is connected with the first by a pitch-chain, which passes over the equal pulleys a a, upon their shafts. During the operation of threshing, the straw is tossed out behind the machine by the second set of shakers upon a heck Y, and the grain falling through the sparred segmental bottoms H H, is collected by the hopper kk into the fanner, situated below the machine, as shown in Fig. 3412. The- fan is driven from the shaft of the beater-drum by a rope-band, which, passing from the pulley P on the beater-shaft to the guide-pulleys b b, embraces the fan-pulley C, of the same diameter as P, so that the THROSTLE. 721 3413. of the machine. THROSTLE. A spinning frame for the manufacture of cotton yarn of the lower numbers, say below 110’s Throstles are designated as the live spindle , used in the Middle and Southern States, the dead spindle used in Lowell. The Cap Spinner, or Danforth Throstle; the Ring Throstle, or Ring and Traveller. Figs. 341-1, 3415, 3410 represent one' of the latter class ; it differs from the more common form of ring and traveller in its man- ner of driving the spindle. In all other throstles the motion is given to the flyer or to the spindle by a twisted band, from a central drum passing round a small pulley on the spindle. fan and the beater-drum have the same speed, supposing no slip of the band. But the guide-pulleys b b are usually fixed in a frame, which can be shifted vertically, so as to increase or lessen the tension of the band at pleasure, according as the grain is heavy or light; for, when the grain is light, it will be more easily blown away with the chaff than when heavy, and for that reason a certain amount of slip of the band is allowed by lessening the tension, until the proper strength of blast is obtained. The directions of the motions of the several parts of the machine are indicated by arrows on the elevation figures, and, indeed, are obvious from the mode of action Fig. 3414 is an end elevation, showing the arrangement for the geers and belts for driving the rolls and lifting motion for the rails. Fig. 3415 is a front elevation, showing the rolls, spindles, and an edge view of the friction-disks a a for driving the spindles. These disks and the whirls running upon them constitute the parts patented by McCulley. The advantages derived by tins improvement are the saving of power, (which is 60 per cent.,) and the dispensing with the bands, which constantly require tightening and renewing, also a great saving in room, wear, and repair. The whirls, which are covered witli leather, will last several years without need of repair. Fig. 3416 is a vertical section of the machine through the centre of one section, showing the roller stands s, the manner of weighting top-rolls by the weights g g, tile bearings for the side-shafts, stands for the spindles, guide-rod d for raising top or ring rail, &c. C is a collar on spindle in which the bobbin rests, b is the whirl on spindle resting on the friction- disk a. E, weight to balance-rails, u is the heart, combined with geers and segment, which gives motion to the ring-rail which forms the shape of the bobbin. These frames are capable of being run at a great speed. The front roll may run at 130 revolutions per minute for No. 14 yarn. The live spindle, a great improvement upon the method first adopted by McCulley, is the application Vol. II. — 46 3410. THROSTLE. TIMBER BENDING. 723 made by the Lowell Machine Shop, -who build frames of this kind to run with each side separate, thereby stopping only half of the spindles while doffing. In general arrangement, this machine differs but in the mode of driving from other ring-throstles ; and in all respects but this the description applies to all ring-throstles. The older mode of driving is by a central drum, from which bands, passing round whirls on the spindles, give motion to the same. This latter mode of driving, by the friction of the whirl on the edge of a revolving disk, is fully tested and very largely in operation. It gives a stronger, more regular and uniform motion to the spindle than is given by bands, and is applied to driving the spindles, flyers, and bobbins of all kinds of thros ties, also to worsted frames, and to doublers and twisters, with similar advantages. TIMBER BENDING. The usual way of bending planks to curved forms, has been by straining or heating the pieces and bending over a mould or frame, and leaving them* keyed in this position till they had by cooling taken a set. This process not only strained the fibre of the wood, but was inapplicable to the formation of curves of short radius in large scantling. In 1819 letters patent were granted to Thomas Blanchard for improvements in bending wood and other fibrous substances. This patent claimed the bending timber by placing a powerful pressure on the ends of the body ; and while the pressure was continued, it was forced around a mould to the desired curve. The pressure upon the ends of the tim- ber prevented the elongation of the fibre outside of the curve, while the inside was necessarily shortened, thereby preventing the rupture or breaking of the same. It was found, in the course of experiment in bending heavy timber for ships’ knees, requiring short curves, that the timber, in the process of conforming to the mould, spread or bulged, much to its deface- ment. To remedy this defect, Mr. Blanchard was employed to construct another machine, in all re- spects adapted to bending ship timber. This was accomplished by encasing the timber on all sides, and effectually preventing its spreading in any direction. This improvement was of vital importance in bending heavy timber, and without which large knees could not be made. Previous to being subjected to the pressure, the fibres of the wood are softened by steaming, which also incidentally by dissolving the acid contained in the capillary vessels, increases the durability of the timber. The fibres of wood have their origin in cells, generally shaped like a double cone, greatly elongated, and placed close and parallel to one another, with the various extremities of one set wedged in between those of another set. These fibres are generally collected together into layers, so arranged as to pre- sent the greatest resistance to forces tending to displace them in the longitudinal direction. The masses of fibre contain assemblages of cells which retain the air, fluids, gums, and resins of the tree. In the application of heavy lateral forces to a body of wood, as in the operation of bending, the re- sult is but a compression of its fibres to a solid mass, by the breaking up of the cells of which the fibres are only the coat or covering. These fibres will remain under the action of any force, entire and con- tinuous throughout the body, through their flexibility and elasticity, most hard woods being taken as a standard. The grain of the wood or fibre is easily traceable, even at the point of greatest tension and displacement, the angle at a short curve, where they interlace and lock each other so firmly as to hold the extremities of a stick in position, after being bent to a right angle. The aggregation and complication of the fibres at the angle of the curves, gives the greatest strength where it is most required, as at that point one-fourth of every inch lost in bending the interior side of the curve, is there gained. The severest tests have shown the impossibility of restoring a stick of tim- ber, of whatever size, to its original form, after being subjected to this process ; fracture would first ensue, but at those parts quite removed from the centre of the curve. Additional strength and elasticity are given to a bent piece of wood, by the interstices and cellular spaces being filled up by the solid fibrous material. In 185G tests were made at the Brooklyn Navy Yard, under the direction of officers of the navy, with the following results : The knees upon which these tests were made, were of the largest size commonly used for hanging knees. In order to make the test analogous to the appliance in the vessel, a piece of oak timber of equal siding size with the knees, was fastened to the body, representing a timber of the ship’s frame ; also another to the arm representing the beam of a vessel. The body was secured upon an iron frame, in which the press rested, while the power was applied to the arm, on some, to contract the angle of the knee, by drawing it inward to a point of rupture ; and on others, to thrust the arm outward to the rup- turing point. In several cases, the fastenings were found inadequate to hold the beam and arm together, although placed in about equal quantity, size and distribution, to the proportion commonly used in vessels. It should be considered, however, that the knees were of more than ordinary stamp in quality. Result of Tried. No. 1 — Bent knee, sided 101 inches; moulded 10 inches at throat; remainder of size in throat made up of chock on the comer; angle of knee, 95 degrees; power applied, 5.37 feet, from corner of arm; and fulcrum at right angles with a point on the body, 1.92 feet from corner: Bent inward, at \ inch required 5.500 pounds. I Bent inward, at 1-junch, required 8.500 pounds. “ “ I “ “ 7.500 “ | “ “ 2 “ “ 10.000 “ No. 2. — Natural, or grown, sided 10^ inches, moulded to corner; angle, 96 degrees; power, fulcrum, and fastenings, same as No. 1 : Bent inward, at it inch, required 3.500 pounds. I Bent inward, at 11 inch, required 7.000 pounds. “ “ 1 “ “ 5.500 “ | “ “ 2 “ “ 9.500 “ No. 3. — Bent knee, sided 10^ inches; moulded 11 inches in throat, and filled out to corner with chock, angle, 88 degrees ; power applied as in No 1 and 2 ; fulcrum at middle of throat ; fastenings as before distributed ; 1 24 TOBACCO CUTTING MACHINE. Bent inward, at 4 inch, required 6.500 pounds, j Bent inward, at 14 inch, required 10.000 pounds. “ “I “ “ 9.500 “ | “ “ 2 “ “ 11.000 “ Note. — T liis knee, (No. 3.) was "bent inward six inches, when the fastenings giving way, the knee was allowed to re- turn, which it did; was re-fastened, and again bent inward, when it sustained within about 9 per cent, of its first pressure. No. 4. — Natural or grown knee, sided 104 inches; moulded to corner; angle square, or 90 degrees; power applied, same as those before bent ; fulcrum at middle of throat, at angle of 45 degrees, with arm and body : Bent inward, at 4 inch, required 5.500 pounds. I Bent inward, at 14 inch, required 9.000 pounds. “ “ 1 “ “ 7.500 “ | “ “ 2 “ “ 10.500 “ No. 5. — Bent knee, sided 10 J- inches; moulded 11 inches; filled out to corner with chock; angle right, or90 degrees; leverage as before, 5.37 feet from corner: fulcrum at right angles from middle of throat, = to 3.08 feet : Bent outward, at 4 inch, required 8.000 pounds. I Bent outward, at 14 inch, required... 18.000 pounds. “ “ 1 “ “ ...14.000 “ I “ “ 2 “ *• ...22.500 “ Note. — This knee, (No. 5,) was bent outward 10 inches, without the least rupture, and the highest resisting pressure = 38.000* pounds; and on being relieved, returned to within 41 degrees of its former angle; was again subjected to pressure, and when at 11J inches from its relieved position, the pressure amounted to 36.500t pounds. No. 6. — Natural or grown knee, sided 104 inches ; moulded to corner ; full and well-grown, with 5 feet arm, the very best the Navy or market could furnish : was prepared at the navy yard, angle 82 de- grees ; fastenings, leverage, and fulcrum as before applied ; one inch larger in body at commencement of throat. This knee had two trials, in consequence of the necessity of re-arranging to secure equal- ity of position. On First Trial. Bent outward, at 4 inch, required 7.500 pounds. I Bent outward, at 14 inch, required. ..26.500 pounds, “ “ 1 “ “ ...20.000 “ | “ “2 “ “ ...33.000 “ On Second Trial. Bent outward, at 4 inch, required... 11.500 pounds. I Bent outward, at 14 inch, required. ..31. 500 pounds. “ “ 1 “ “ ...22.500 “ | “ “ 2' “ “ ...38.500 “ It broke at two inches in the throat, the rupture being complete. Blanchard’s patent has passed into the hands of the Timber Bending Co., who have now nearly ready for operation an improved machine, with capacity to bend timber fifty feet long and twenty inches square. TOBACCO-CUTTING MACHINE. This is a superior constructed tobacco-cutting machine, the in’ vention of A. P. Finch, Red Falls, Greene Co., N. Y. Its workmanship is of a very superior kind, strong, correct, and simple, and there can be no question of its qualities. A, Fig. 3419, is the frame; BB are two wheels on which is fixed the cutting-knife C, across the end of the box D ; E is the lid of the box, under which is pressed down the tobacco to be cut, by four screws FFFF. As the tobacco to be cut has to be pressed down to a very solid bed, two cross-bars extend under the nuts of the screw-bolts across the box D, on the top of the cover E, and there are notches in 3419. N the sides of the box to allow these bars to descend with the cover on the top of the tobacco as it is screwed down. H is a cog-wheel on the screw L. The screw passes through it, and as there is a thread in the interior of the wheel, the screw will be moved forward or backward by the motion of the wheel. On the end of the screw in the box there is a square block pressing behind the tobacco to movf TOOLS. 725 it gradually towards the knife. This is the office of the screw. Therefore as the knife cuts up the to- bacco under E, at the right end of the box, the screw pushes up the compressed tobacco to present al- ternately a new layer of tobacco to the knife at every revolution of the revolving cutter-wheels B B. N is a fly-wheel on the cutter-shaft, and the pulley on the left of the cutter is for a band to drive the shaft. The cog-wheel F, at the left end of the box, is driven by a worm-wheel J, (scarcely seen,) under the bottom of the box. K is a set of pulleys on the shaft of J to drive the said shaft, so that the screw may receive a forward or backward motion by the changing of the band. The handle on the end of the screw is merely to show the manner in which it may be turned. TOOLS. The great and manifest importance of tools to the mechanic is so self-evident that it is ex- traordinary the subject has not hitherto received that investigation which it obviously deserves. The vast improvements in modern machinery are mainly attributable to the excellence and accuracy of the tools used in preparing and completing the various parts of which every machine is composed. By the expression tools, according to the definition given by Mr. George Rennie, we understand in- struments employed in the manual arts for facilitating mechanical operations by means of percussion, penetration, separation, and abrasion of the substances operated upon, and for all which operations various motions are required to be imparted either to the tool or the work. For the sake of distinctness it would be desirable, so far as is practicable, to treat the subject under two points of view: 1st. Where motion is given to the tool, as in handicraft work; 2d. Where motion is given either to the tool or the work, as in self-acting or automatic tools. Now, in the case of the turning-lathe the tool usually remains fixed, while the object invariably moves — in that of the planing- machine the tool or cutter may either remain fixed or be made to move, according to the duty required to be performed. In almost all the other machines which come under the denomination tools — such, for example, as are intended to perform the various mechanical operations of slotting, key-grooving, punching, drilling, nut-trimming, cutting the teeth of wheels, boring, screw-cutting — the tool receives motion, although in some cases, particularly in the nut-trimming and screw-cutting machines, the tool may be either movable or fixed. It would afford much matter for curious and instructive inquiry to trace the early history of tools, as there can be little doubt that the use of handicraft tools is coeval with the earliest ages ; and assuming the recent researches of modern travellers to be satisfactory proof of the fact that the ancients were acquainted with almost all the tools now in use, we cannot fail to admire the patient perseverance of the workman, whose skill, combined with manual labor, enabled him to produce so many beautiful spe- cimens of his art— a circumstance the more remarkable when we consider the rude and simple imple- ments by the aid of which this extraordinary degree of excellence was attained. The gradual improvement in tools, which of late years have reached a very high point of perfection, is well illustrated by the wheel-cutting and dividing-engine. We therefore propose very briefly to sketch the history of those machines and appliances which come under the general name above prefixed. While the art of constructing wheel-work was in a less advanced state, the dividing of the circum- ference of a wheel into the requisite number of parts, and cutting out the tooth spaces by a manual operation, was not only a tedious but also an extremely imperfect way of proceeding. To facilitate such manual operation by a file, the simple platform described by Pere Alexandre, in his Treatise on Clock-making, was invented ; this platform was simply a circular plate of brass, of ten or more inches in diameter, with concentric circles traced thereon corresponding to the numbers of teeth in the wheels and pinions of clock-work. In the centre of this platform was fixed a stud or fast arbor, round' which an index, with a straight edge pointing to the centre, turned freely into any given point of a required . circle, by means of which the divisions of any given circle were transferred to a wheel placed on the central arbor under the index already described, by a marking point. This mode of dividing a wheel is still practised in some branches of the mechanical arts, and is, doubtless, an easy way of transferring divisions from a larger to a smaller circle for various purposes, where rigid accuracy is not required. But one great difficulty still remained to be surmounted : the spaces necessarily required to be cut by hand with a file. At length a small frame was mounted on the index, which was contrived to direct and confine the file in such a way as to cut the notches in a wheel placed over the index, with less de- viation from the truth than could be managed by mere manual dexterity. It is extremely probable that this addition led to the adoption of a circular file or cutter, and of such other appendages as com- pleted the construction of a simple wheel-cutting machine, and it is asserted by M. Le Roy that Dr. Hooke was the first person who contrived such an arrangement as could merit the name of a cutting-engine. The machine thus converted into a self-acting piece of mechanism was made up of the strong frame, the slid- ing-bars for supporting the platform or plate, with a horizontal screw for adjusting the distance from the circular file, the divided plate with a re- volving arbor to receive the wheel to be cut, and the alidade or index fixed to the great frame in the position of a tangent line to any of the divided circles, and applying its bent and rounded point to any of the pierced marks of division on the circle successively, as the plate revolved, during the operation of cutting the successive teeth of a wheel. This construc- tion of the engine is very nearly identical in principle to that used in the present day, more especially for cutting the teeth of small wheels, as shown in Fig. 3420. Here A shows the arbor on which the wheel to be cut is fixed. B, the cutter. 0, a toothed-wheel worked by the handle E, and faking into the pinion D, which being on the same axis as the cutter B, imparts to it a velocity proportionate to the number of teeth in the wheel C, and the pinion D. F is a lever-handle by means of which the swinging frame may be gradually depressed as the cutter B is brought into operation, or raised when it lias performed its work. G the horizontal screw of adjustment ; H, the division-plate, and I the index or pointer. 3420. c, to this end the thread is rounded off both at top and bottom, instead of being either tri- angular or. square. It is thus enabled to work either in a nut or with a tangent-wheel. This guide-screw is shown at G-, Fig. 3460. It is placed with- in the lathe-frame, not in the direction of the axis of the machine, but rather on one side, in order to screen it from the falling turn- ings, and the nut k, when needful, is taken out of geer by the pin l. When the guide-screw is required to answer the pur- pose of a rack — as, for instance, to bring the saddle, and consequently the carriage, to any particular position — the nut k is disengaged, and the handle in, the socket of which is fitted on a horizontal spindle carrying the small meter-wheel n, which geers with a larger one o, keyed on one end of a vertical shaft placed in the centre of the saddle 0, and on the other extremity of this shaft is a tangent-wheel p which works with the guide-screw of the lathe. JN T ow as this last is deprived of rotary motion, it is evj 3460. 744 TOOLS. dent that by turning the handle in, the tangent- wheel p, driven as already described, will produce pre ciselv the effect of a rack ; that is to say, the saddle and carriage will receive a traversing motion ic the direction of the length of the lathe-bed. In actual work the saddle, and consequently the rest itself, is placed in any required position, the handle in being removed and the nut k brought into connection with the guide-screw G, which, actuated and regulated by a train of wheels attached to the lathe, causes the saddle with its appurtenances t» travel with any degree of speed that may be required. By a peculiar and ingenious arrangement, the guide-screw is made to drive the carriage and tool- carrier in a direction at right angles to the axis of the lathe. This is effected in the following man- ner : — with the mitre-wheel o a similar but smaller one q geers ; this is keyed on the end of a shaft iu the same straight line as that which carries the small mitre-wheel n. At the opposite extremity of this axis is a spur-wheel r which geers with a similar spur-wheel s mounted on an iron spindle, which ter- minates at the other end- in a grooved shoulder ; this axis is movable in a socket which forms a support and is fixed to the saddle C, and by means of an 'ingenious contrivance the forked lever t is made to connect or disconnect at pleasure the spindle that carries the spur-wheel s, with the square end of the screw f of the carriage 1) 1). It is obvious, if we suppose the saddle to be fixed on the lathe-bed — and to effect this it is merely necessary to screw up the bolt c — that the guide-screw G giving motion to the tangent-wheel p deter- mines the motion of the toothed-wlieels, and consequently that of the screw/, which after this manner gives motion to the carriage and the tool-carrier, to which we have given, by anticipation, the position shown in the sectional view, Fig. 8461. It is evident that when this transverse motion is not required, it is only necessary to throw the wheels out of geer by means of the forked lever t, and then these wheels will revolve on their axes without producing any effect. \ The collars or bearings in which the axes of the bevel-wheels n and q revolve freely, are nothing more than long hollow cylinders bored out true, and fixed on the saddle or bed-plate c, and to avoid the injury which might result from these wheels becoming clogged by chips of metal, they are usually protected by a metallic cover either of tin or sheet-brass. In the construction of steam-engines and engineering work generally, there are a great number of parts, such as steps, bushes, ifcc., which require their outer diameter to be turned truly concentric with the hole bored through them. The most general method of accomplishing this, is by driving the work upon a mandrel sufficiently tight to withstand the action of the turning-tool. The common mandrel, which is perhaps the most universal adjunct of the lathe, is a cylindrical bar of steel, turned with an exceedingly slight taper to fit the central hole of the work. The time lost in preparing these mandrels, and the great weight of useless metal which must thus be kept in stock, prove serious objections to their use, and led Mr. Hick to the invention of the expand- ing mandrel, by which various sizes of holes may be fitted. Figs. 3462 and 8463 represent a longitudinal section and an elevation of the mandrel, the expanding wedges being shown in two different positions, a is the mandrel, *the central portion of which is turned conically as at b. This cone is provided with four dovetail grooves c running in the direction of the axis of the mandrel, and fitted to receive the four wedges dd, shown in Fig. 3462, in their highest po- sition. The dotted circles in the end view represent the work, which is placed upon the four wedges ; these are pressed onwards by the hollow conical collet e, urged by the nut f working' on the screw- threads cut on the mandrel. In this manner the wedges d are driven up the inclined grooves, and thus fix the mandrel concentrically within the hole of the work so that any diameter of hole may be readily fitted, which is within the range of the travel of the wedges. Another equally important appendage of the lathe, is the universal chuck. Yarious views of this chuck are given in Figs. 2542 — 2545, pp. 180-2. For turning or boring articles of a regular external configuration, this arrangement has a decided advantage over the common chuck, where each adjust- ing screw is moved separately ; and effects a considerable saving in time, in setting the work. There are, besides the modification just referred to, various other species of chucks, among which we may class Mr. Bodmer’s as one of the best. TOOLS. 715 In this arrangement, the clutches are expanded and contracted by means of a series of radiating screws, each of which carries a pinion geering with a large central wheel on the front plate of the chuck ; the work is fastened by setting the lathe in motion, and holding back the front plate until the wheel upon it shall have driven in the clutches worked by the screws sufficiently far to grasp it. The object of change-wheels applied to a lathe is, generally speaking, to. obtain a screw of any re- quired pitch ; that is, in relation to the leading or guide screw* by which the cutter is moved in a lon- gitudinal direction. If a spur-wheel be attached to the left-hand end of the lathe-spindle, and.so arranged as to geer with mother spur-wheel similarly fixed on the axis of the guide-screw, and continuous motion be commu- nicated to the lathe-spindle, it is evident that this motion will be transferred by means of the aforesaid wheels to the saddle of the slide-rest ; consequently a screw-tool attached thereto, will receive direct rectilinear motion, and thus trace the spiral thread of a screw on the exterior surface of any revolving cylinder opposed to its action. The relative proportions of these wheels obviously determine the pitch of the screw to be cut, as compared with that of the guide-screw of the lathe ; so that if they are of equal diameter, or, what is the same thing, have an equal number of teeth, the result will be a screw of the same pitch as that of the leading screw ; but if the driving-wheels be larger than the driven — suppose in the proportion of two to one, then will the pitch of the work be exactly double that of the guide-screw, and if these pro- portions were reversed a contrary result would follow. It is obvious in such a case as we have here supposed, that, as the wheel fixed on the lathe-spindle and that upon the guide-screw, each revolve in contrary directions, all screws cut by this arrangement will be the reverse of the guide-sCrew, or left-hand threaded. In order, therefore, to cut a right-hand screw, ^t will be necessary to introduce an intermediate wheel geering with both wheels, so that the direction of motion of the work shall be the same as that of the lathe-spindle. The principle of this arrangement is shown in Fig. 3464, entirely _ disconnected from the frame-work of the lathe, and without strict regard to proportion, it being intended merely to exhibit the parts as distinctly as possible. Here A A' is a portion of the lathe- spindle, to which is attached in the usual way a cylindrical rod, for the purpose of cutting a thread upon it. G represents the leading or guide screw revolving in suitable bearings, and giving motion by means of a nut to the saddle, and consequently the carriage of the rest, upon which is firmly clamped a suitable tool intended to cut the screw. In this arrangement it is manifest that every revolution of the guide-screw G will cause the rest to advance through a space ex- actly equal to its own pitch, or, in other words, supposing the guide-screw to have four threads in the inch, it will, in every rev- olution it makes, advance the rest, and consequently the tool or cutter, one-fourth of an inch end-long upon the work, so that if the lathe-spindle revolve with the same velocity as the guide-screw, the tool will produce a screw of precisely similar pitch ; but if, on the contrary, AA' revolve with less velocity than G, then the effect will be a greater pitch, and vice versa. How if the lathe- spindle and the guide-screw be connected by a set of change- wheels, we have the means, by properly choosing the numbers of these wheels, to obtain any desired pitch. This is practically etfected by an intermediate axis which is supported by a grooved bearer ; this carries an arrangement of additional change-wheels, according to circumstances and the conditions of the case. The leading or guide screw which communicates motion to the saddle of the slide-rest is driven by a train * Screw-cutting and boring machines are reducible to the principle of aggregate motion. For the cutting of a screw ir In fact the tracing of a spiral upon the surface of a cylinder, and the motion of boring is also the tracing of a spiral unor 746 TOOLS. of wheels which are in connection with the spindle of the lathe, it passes through and forms the axis of a movable piece H, and at its extremity carries the fast-wheel 1, which geers with a pinion E ; this and the wheel F, wnich geers with the pinion D upon the end of the lathe-spindle, are carried by r stud B fixed in a straight slot cut in the movable arm H, which' has likewise a curvilinear slot near its end, through which two fixed studs pass , upon these studs pinching-nuts are placed, which being screwed up tightly, retain it securely, and by altering the angular position of H, a pinion of greater or less diameter than I) may be used, and consequently the motion of the leading or guide screw regu- lated. Having now explained the arrangement of geering necessary for effecting a change of speed in the guide-screw, we shall, for the sake of a practical illustration, give determinate values to the wheels D F E and J. Thus let the number of teeth in the wheels D and E be 30, and that in F and J 60 each, the pitch of the guide-screw G being -J inch, or in other words, that it lias two threads per inch. It is now evident that one complete revolution of G will advance the tool through the space -gy-', and simi- 30 X 30 larly one revolution of A will advance the tool through the space = 0'25 turns of G, or ith 6 ^ 60 X 60 ’ 8 inch, and consequently the pitch of the screw cut by this arrangement will be Jth inch. In this man- ner any desired pitch of screw may be cut by proportioning the change-wheels accordingly. This may be much facilitated, by arranging the various pitches of screw’s in a tabular form and placing the re- spective change-wheels required for each opposite to them, so that all computation during the actual progress of the work is avoided. In order, however, to meet emergencies, it is necessary that the process of calculation for any given pitch should be thoroughly understood, and for this purpose we shall give an example as a guide. Suppose it is required to cut a screw which shall contain 13 threads in the inch. Here the ratio of t 23 ) speed between the cone-spindle and the guide-screw is required to be as 6 J to 1 ^ — \ , so that — t &c. = 64. In this case, the wheels D and J are supposed to be geered together merely (D) 20. 24 1 1 & o j by a single carrier-wheel ; but as this arrangement is not always convenient, we shall now find the ratios of the wheels as given in Fig. 3464, where four are used. Here we must remember that the condition of the case is that the numerator divided by the denominator of the expression (13) shall be 64- We will assume 28 and 56 as the respective values of D and J, or — = 2. Hence we have only to find we have E 64 such values of F and E, so that — = -^ or 34, which informs D us that E must have 34 times as many teeth as F. Suppose then F has 32 teeth, we have 32 X 34 = 104 = the number of teeth in E, the whole set of wheels standing as follows : D = 281, J = 56, F = 32, E = 104. This result is capable of verification as follows: — — 2 = 2. 31. 2 ' 13, or the number of threads per inch of the screw to 28. 32 1 be cut. Thus in all cases of calculations of this nature, the expression in general terms stands thus : (Ho. of teeth in J,) (Ho. of teeth in E Ho. of threads per inch of screw to be cut, (Ho. of teeth in D,) (Ho. of teeth in F * Ho. of threads of guide-screw. The following table shows the train of wheels to be used in cutting screws varying in pitch from 1 to 70 threads in the inch ; the leading or guide screw is supposed to have two threads per inch, yet may the table be still employed where the leading screw has four threads to the inch, for the same train of wheels would suit for cutting screws of double fineness ; and similarly when the leading screw has only one thread to the inch, a screw of only one-half the fineness will be produced with any train given in the table. In the first columns it will be observed that the wheel and pinion carried by the stud B are omitted ; these not being required in cutting screws of the pitches there stated, are displaced, and a simple car- rier-wheel substituted for them. To facilitate this arrangement, the wheel J, on the leading screw, has the boss of its socket longer on one side than the other ; so that when reversed, as in this instance, it is brought into train with the carrier-wheel, placed upon the stud ; and this again is placed in train w T ith the pinion D. Such are the general principles of screw-cutting for single threads ; but when it is required to cut a multi-threaded screw, it is evident that some additional apparatus will be requisite to effect the requi- site exactitude of division, so as to bring in each parallel thread in its proper place. the surface of a hollow cylinder; the tool being in both cases the describing point, and the plain cylinder the surface. Now as the tracing of this spiral is resolvable into two simultaneous motions, one of revolution with respect to the axis of the cylinder, and the other of transition parallel to that axis, we have in the construction of machines for boring and screw-cutting the choice of four arrangements: (i.) The cylinder may be fixed and the tool revolve and travel. This is the case in all simple instruments for boring and tapping screws, in machines for boring the cylinders of steam-engines, and in engineers’ boring machines. (2.) The tool may he fixed and the cylinder revolve and travel. Screws are cut upon this principle in small lathes with a traversing mandrel. ' (3.) The tool may revolve and the cylinder travel. The boring of the cylinders of pumps is often effected upon this principle. (4.) The cylinder may revolve and the tool travel. Guns are thus bored, and engineers’ screws cut in the lathe. TOOLS. 747 CD O a o 6 -2 £ u P. No. of teeth on No. of threads per inch of screw. No of teeth on No. of threads per inch of screw. No. of teeth on No. of threads per inch of screw. No. of teeth on Mandrel pin- ion D. Leading screw-wheel I. Mandrel pin- ion D. Stud-wheel F. Stud-pinion K. Leading screw-wheel I. Mandrel pin- ion D. Stud-wheel F. Stud-pinion E. tp s O ^ o Mandrel pin- ion D. fa 3q 3 ‘rH m tD 03 o P CJ 1 80 40 84 40 55 20 60 18 40 60 20 120 32 30 80 20 120 14 80 50 84 90 85 20 90 184 80 100 20 150 33 40 110 20 120 u 80 60 84 60 70 20 75 19 50 95 20 100 34 30 85 20 120 14 80 10 94 90 90 20 95 194 80 120 20 130 35 60 140 20 150 2 90 90 94 40 60 20 65 20 60 100 20 120 36 30 90 20 120 24 80 90 10 60 75 20 80 204 40 90 20 90 38 30 95 20 120 24 80 100 104 50 70 20 75 21 80 120 20 140 39 40 120 20 130 24 80 110 11 60 55 20 120 22 60 110 20 120 40 30 100 20 120 3 80 120 12 90 90 20 120 224 80 120 20 150 42 50 140 20 150 sj 80 130 I2f 60 85 20 90 22J 80 130 20 140 44 30 110 20 120 34 80 140 13 90 90 20 130 23| 40 95 20 100 45 30 90 20 150 34 80 150 134 60 90 20 90 24 65 120 20 130 454 40 130 20 140 4 40 80 134 80 100 20 110 25 60 100 20 150 50 30 100 20 150 44 40 85 14 90 90 20 140 254 30 85 20 90 52 35 130 20 140 44 40 90 144 60 90 20 95 26 70 130 20 140 524 40 140 20 150 44 40 95 15 90 90 20 150 27 40 90 20 120 55 30 110 20 150 5 40 100 16 60 80 20 120 274 40 100 20 110 56 30 120 20 140 5-J- 40 110 164 80 100 20 130 28 75 140 20 150 60 30 120 20 150 6 40 120 164 80 110 20 120 284 30 90 20 95 65 30 130 20 150 64 40 130 17 45 85 20 90 30 70 140 20 150 70 30 140 20 150 7 40 140 Hi 80 100 20 140 14 40' 150 8 30 120 Two separate contrivances have been devised for this purpose. Pihet’s apparatus is shown in Figs, 8465 and 8466 ; the former of which is a front elevation and the latter a section in a line with the axis of the lathe, a is a cast-iron disk cut with a female screw to tit the nose of the lathe-spindle, and on the face of this disk is fitted the division-plate b, the tubular portion of which also answers for chucking the work. The circumference of this disk is divided by notches, into 60 equal parts, numbered respect- ively from 0 to 60, into which the spring-catch or stop c takes, so that when the disk a is put in mo- tion, and^the catch put down in any notch as required, the whole moves together as in one piece. The disk b is held in its place merely by friction generated by the pressure of the ring e ; this ring is shown removed in Fig. 8465, in order to show the graduation of the disk e , which is bolted to the disk a, and carries in one portion of its circumference a screw d. This screw passes through the exter- nal ring e, and is screwed into the stop c, so as to fix the latter in any required division of the plate b. In cutting a multi-threaded screw by this apparatus, it takes the place of the common chuck, the workman fixing his work to it, by means of the radiating screws in the tubular portion of b. Supposing it is required to cut a triple-headed screw, the first operation which is necessary is the detaching of the stop c from the disk, so that the latter may be turned round alone, until the division o comes opposite the hole in the external ring seen at e, in Fig. 3466 ; the screw d is then adjusted so as to connect the division-plate with the disk a, and the first thread of the intended screw is cut through- out its whole length. Now as the thread is to be a triple one, it is obvious that the circumference of the work must be divided into three equal parts, so that each thread may be equidistant when cut; accordingly the stop is again detached, and the division-plate carrying the work turned round, until the notch 20 arrives at the hole e \ the stop is then replaced, and the second thread is cut in a similar man- ner as before. Lastly, the division-plate is moved round, until the notch 40 is seen through the hole e, when the remaining thread is cut, the three having the same reference to each other as the divisions 0, 20, and 40 relatively bear to each other. 748 TOOLS. In the production of the minor screws and bolts used in engineering work, the lathe is superseded by the screwing and tapping machine, in which the thread is formed by a travelling die working upon the revolving-bolt intended to be screwed. The principle of the action of this machine will be understood by referring to Fig. 3275, in which we have given an elevation, ground plan, and different detailed views of a single screwing machine of great simplicity. In this arrangement the frame containing the dies travels upon the parallel guide-rods It R, the work being fixed in the chuck L, and entered into the dies which are then contracted until they embrace the bolt sufficiently to be drawn along its surface by its revolution. The quick return motion of the die-frame is produced in the ordinary manner as applied to planing machines. This machine is objectionable on account of its want of compactness otherwise it is a pretty fair specimen of its class. The double screwing machine by Messrs. Randolph, Elliot, and Co., of Glasgow, is a much more complete and useful workshop auxiliary than the last, and has, besides, the merit of great compactness. Fig. 3467 is a side elevation of the machine, Fig. 3469 is a ground plan, Fig. 3468 is an elevation of the 3470. nut- tapping end and Fig. 3470 is a similar view of the bolt-screwing end. The frame-work of the ma- chine A A°and the sole-plate B B, are cast in one piece. The driving-cone C is supported by the up- rio-ht frames near the centre of the machine, and carries a pinion D, of 15 teeth, which geers with ha wheel E, of 56 teeth, keyed on the smaller screwing-spindle F ; thus the relative speeds of the driving- tone and the spindle F are as 3-73 to 1. The spindle F again carries a pinion G of 18 teeth, geenng TOOLS. 749 with the wheel H of 72 teeth, keyed on the larger screwing-spindle L the ratio of speed in this case being as 4 to 1. In the end view the chucks KK are shown with square recesses, for the purpose of receiving the heads of taps for tapping-nuts. In the view of the contrary or bolt-screwing end, the chucks L L are provided with plates grooved for the purpose of receiving the screwing-dies, which are adjusted by means of two set-screws, which press against the backs of the dies so as to suit them to any diameter of bolt. The motion of the spindles is stopjred or reversed by the handles M M, at each end of the machine. They are connected by a lever with the vertical rod E, which carries the shifting-strap forks. The top driving-geer consists of three pulleys, a fixed central one, with a loose one on each side, all being on one shaft, which also carries a cone of three speeds exactly similar to C, — the last carries the driving-belts communicating directly with the machine. The centre pulley of the 6et of three is much narrower than that on each side of it, so as to allow of the release of the cross- strap before the op^i one comes upon it, and vice versa. For another somewhat similar arrangement, see Figs. 3282 to 3287. 34G9. formed by manual labor, a tedious and uncertain process, but now effected w T ith facility and precision by self-acting machinery. In Figs. 2974 to 2976 we have given detailed views of a complete machine for this purpose, by Mr. A, Mylne, of Glasgow. The nut to be cut is fixed on the upright spindle of the support r, and is brought in contact hvith the revolving-cutter x by means of the screw y, the requisite division of the faces of the nut being effected by means of the circular table, which is provided with six equal notches fitted with a spring-catch from the lever n. This machine is also provided with a self-acting feed motion, by which the nut is gradually moved up to the cutter while in action. This is effected by the shaft c of the speed- pulley e, which carries a worm s geering with the wheel h, upon the shaft of which is fixed a pinion geering with a rack on the lower side of the table carrying the nut. This motion may be dispensed with when thought necessary, and the work may be carried forward by hand, by means of the hand- wheel and shaft b. This machine is very compact and fully answers the purpose of dressing-nuts of any number of sides, by using differently divided plates. In many engineering works, nuts of all numbers of sides are forged iu swages made for the purpose ; the accuracy and beauty of finish of which is nearly equal to nuts cut by the machine, and answer all purposes where extreme finish is not required, the expense of pro- duction being at the same time very greatly diminished. The subject of nut-cutting leads us now to the consideration of screw-keys, by means of which all nuts of screws used in the connection of the different portions of machinery are adjusted to suit the ever-varying exigencies of mechanical contrivances. The common screw-key with fixed jaws must be so familiar to our readers as to render any description of it unnecessary, and we shall therefore point out a few examples of attempts to remedy the defects of this most necessary instrument. In the dis- section of any piece of machinery, even of the more simple species, we invariably find a multitude ot different sized bolts, the nuts of which of course each require a key suited to its own particular size. A reference to the number of gradations of size of nuts, given in a previous portion of our pages, will immediately poiut out the necessity of some contrivance for dispensing with the number of these instru- ments, and introducing an adjustable apparatus, by which a number of different sized nuts may be worked without entailing the awkward drawback of keeping so many all but useless workshop ap- pendages. The earliest contrivance for this purpose is what is technically called a monkey, the use of which, previous to the introduction of the more refined species of tools, was almost universal. But a more elegant instrument for this purpose is the coach-wrench, which is equally applicable to the working of nuts and all similar purposes. Our example of this key, Fig. 3471, is capable of receiving nuts from the smallest size up to four inches, and is of course sufficient of itself for all ordinary purposes. The end jaw a is in one piece with the lever-handle b. The movable-jaw c is mortised to slide upon that portion of the lever between 750 TOOLS. 3471 . the end a and the fixed stop d\ it is held in its place when set for any nut by means of the second lever e, which works on a centre-pin in the projecting portion of the jaw. This lever also carries a projection at / by which it is jointed to a thin wedge, passing between the top of the lever b and the interior surface of the slotted portion of the movable jaw. Thus, when the lat- ter is set to the size of nut required, a slight pressure upon the side of the lever e forces down the wedge, and secures the jaw immovably. (See Wrench.) The peculiar merit of this species of key is, that all allowance for wear is made up by the wedge, which will never permit any looseness in the jaw, as the only difference caused by the wear of the surfaces in contact will be a greater travel of the fixing wedge. Practical men who have made use of those keys which are adjusted by means of nuts will at once see the value of this advantage. Next to the turning-lathe in its importance to the engineer, the planing ma- chine stands foremost in rank of constructive machines. The primary idea of planing by machinery was doubtless brought into existence by the necessity which constantly presents itself of diminishing the enormous amount of labor expended in producing plane surfaces on wood by hand, as practised by means of the common joiner’s plane. Next to the process of sawing, there is no opera- tion connected with the working of wood, which consumes so much time, and adds so much to the expense of the conversion of timber as the production of the hand-planed surface. The first attempt to obviate this difficulty with which we are acquainted, was made by General Bentham, in 1791, who took out a patent for a method of effect- ing this object. In this scheme, the plane or cutting-edge, which was movable, was made of the full width of the board intended to be cut, and on each side of it were fixed fillets which projected below the face of the plane, a distance equal to the amount of the thickness intended to be taken off the board. Several plans were adopted for obtaining a good surface from a very thin board, but the whole scheme eventually proved all but abortive — the machine was never prac- tically worked by mechanical power, but whether thus driven, or by the hand of the attendant workman, the idea had still the advantage, that it exonerated the latter from the charge which he had of his tool in the ordinary operation of planing, rendering a common workman as useful as the skilful joiner for this purpose. The next epoch in the history of mechanical planing is the improve- ment produced by Mr. Bramah, who, in 1802, patented a method of producing “ straight, smooth, parallel, and curvilinear surfaces on wood and other mate- rials.” This invention embraced the original machine for producing spheres, the principle of which is still preserved in all machines of a similar nature to the present day. Bramah’s planing machine, as constructed for the Royal Arsenal at Woolwich, gives us a specimen of an embodiment of his ideas at this period. Here the cutters are attached to a horizontal disk keyed on a strong vertical spiudle. This disk is put in rotation at a speed of about 90 revolutions per minute, the material to be cut being attached to a sliding cast-iron bed, which is moved by hydrostatic pressure. A pipe communicating with a hydrostatic press is carried in below th6 bed of the machine, and terminates in a plunger-barrel, the plunger of which carries a rack-geering with a pinion on a rag-wheel shaft. This wheel is provided with teeth, over which a pitch-chain at- tached to the table of the machine is carried. In all planing machines as at present constructed, the cutter is invariably the fixed portion, the work being passed beneath it in the act of cutting, by means of a sliding-table. The particular species of planing machine which has been most lately introduced, is termed the hand-planing machine. In Figs. 3477 and 3479 we have given three views of a simple and effective hand-planing machine, as suited for small work generally, such as links and connecting-rod ends for locomotive engines, and other portions of machinery where a plane surface of small extent is required. The table of the machine is here supported in the usual manner, as employed in similar tools of a larger class, upon a bed bolted to the top of two standards attached to the floor. The lower surface of the table carries a rack M, which is driven by a pinion F, upon the shaft G, supported in bearings at- tached to the fixed bed of the machine. Motion is given to this shaft in either direction, by the cross- handle H, worked by hand in a similar manner as applied to small presses. The cross-slide C is supported by two uprights bolted down to the bed ; this slide carries the tool-holder D, which is traversed across the bed of the machine by means of the horizontal screw b. The automa- tic action of the transverse feed motion of the cross-slide is effected by the movable stud S, attached to the travelling-table ; this stud, being movable in a groove in the side of the table, is capable of being set at any point in order to suit the required length of stroke for the work. The pressure of this stud, upon a short lever keyed on the small shaft carrying the piece n, depresses it, and the latter, by its connecting-rod r, acts upon the ratchet-plate K, upon the horizontal screw b. The amount of travel thus given to the screw is varied by shifting the position of the sliding-studs in the pieces m and n. The front plate of the tool-holder is provided with two short circular slots, through which bolts pass from the back plate ; in this manner the tool may be set at any angle to suit the na- ture of the work required. The tool-holder or cross-slide is raised or lowered to suit the circumstances by the vertical screws//, driven by bevel-geering in the usual manner. A somewhat similar but more useful machine of this species has been introduced by Mr. Charles Walton, of Leeds. In this machine the bed is so arranged that it may be fixed upon the workman’s bench, and may be driven either by manual or steam power. Immediately beneath the bed of the ma- chine is placed a horizontal grooved disk, driven by bevel-geering, either from the pulley-shaft of the TOOLS. 751 workshop or by a winch. This disk is grooved directly across its upper surface for the purpose of re- ceiving a pin, which is connected by a link with the lower surface of the short travelling-table. In this manner a reciprocating motion is given to the table in the simplest manner, and the length of stroke is capable of variation according to the distance of the pin in the horizontal grooved disk, from the centre of motion. The feed motion of the cross-slide is effected by a stud fixed on the under surface of the horizontal disk; this stud works a short lever keyed upon a shaft working in bearings attached to the side of the bed. This shaft again curries a second lever outside the bed, and is jointed by a link to an arrangement of ratchets. For all small machines, this method of giving motion to the table is decidedly the simplest and most compact, and although the introduction of the disk has the effect of producing a variable speed in the cutting, being greatest at the middle of its stroke and least at each end ; yet as the disk is confined to machines of a short stroke, its diameter is not so great as to bring about a detri- mental variation in the speed. Small machines of this species, ■which are quite an innovation in the workshop, are now becoming indispensable where much small work is required, and have served in a great measure to banish that most expensive of all tools, the file, and thus rendered an important ser- vice in cheapening engineering work in general. So much indeed is this the case, that it is an estab lished fact that different portions of machinery, the configuration of which is made up of curved and plane surfaces, are now entirely finished by means of the lathe and planing machine, without the neces- sity of touching them with the file. As a spacimen of a step higher in the order of completeness and general usefulness in machines of this kind, we must now refer the reader to Figs. 3080 and 3080 2 , where we have given very complete views of the machine invented by Mr. Mylne, of Glasgow. Here tire system of working the vertical and horizontal slides is similar to that made se of in the hand-machine, Figs. 3077 and 3078. The chief peculiarities in the present machine are the arrangement of the geering for travelling the table, and the great completeness of the tool-holder. The forward or cutting motion of the table is ob- tained from the large pulley A, the shaft of which carries a pinion D geering with the large wheel E upon the rack-pinion shaft. This shaft carries two pinions geering with two racks of similar pitch bolted to the under side of the travelling-table. These racks are so placed that each tooth of the one shall be opposite to each space of the other ; in this manner the irregularity of motion so much complained of in ordinary rack-worked machines, as producing a waved surface on the work, is to some extent avoided. A more effectual method of attaining this end has been introduced by Mr. Collier, of Manchester ; this plan consists in making the teeth of the rack and pinion on what is technically termed the step system, that is, each tooth is divided in its breadth into three parts, each division being set a distance equal to one-third of the true pitch of the teeth behind its neighbor. The practical result of this arrangement is, that although the strength of the original coarse pitch is preserved, yet the teeth work with the steadiness due to a pitch three times finer, or so many times less as the number of divisions of the teeth amounts to. This plan is now universally adopted in all rack machines, as it is simple, easy of application, and completely effectual. This, although in our opinion not the best, is probably the most universally used species of driving geering applied to planing machines. Of the two remaining systems, the chain and seme , the latter, for excellence of workmanship, is decidedly to be preferred. Mr. Whitworth’s planing machine is perhaps the most finished specimen of modern tool-making extant. The principle of anti-friction rollers acted on by a screw, as a means of obtaining a rectilinear motion, was first introduced by Mr. Whitworth, in 1835, when he employed it as a motion for the carriage of the self-acting spinning mule. In his planing machine the rollers are placed parallel, face to face, on opposite sides of the screw, their axes revolving in bearings attached to the under surface of the bed, and their peripheries projecting into the spaces between the threads of the driving-screw. It will be seen that each periphery has two opposite points of contact, acting alternately according to the direction of motion of the screw, which, as it revolves, brings its threads to bear upon the rollers, causing them to revolve, and at the same time to carry forward the table to which they are fixed. The friction which would occur if the threads of the screw bore simply against a fixed nut, is thus transferred to the axes of the rollers, where the velocity is reduced in the proportion existing between their peripheries and the circumference of their axes. The proportion found to answer best for this arrangement is as 7 to 1. The advantage which this mode of driving has over the common rack and the chain will be perceived a4 a glance, as not only is the motion rendered perfectly uniform, a condition essentially necessary to the proper action of the cutter in producing a good surface, but the construction of the driving geering is rendered to the last degree simple. The arrangement of catches employed by Mr. Mylne is good, but tire geering connecting the catch- shaft with the strap-fork is capable of much simplification. Referring to Figs. 3080 and 3080 2 , it will be seen that there are two adjustable catches n n set in a groove running along the side of the table ; these catches are not set in the same plane, but one projects out beyond the other in order to suit the levers g, which are cast to a tubular shaft working loose on the driving-shaft. When the table is moving forward one of the catches comes in contact with its lever and turns it over, as seen in the end view of the machine. The boss of these levers again carries a third lever connected to the weighted lever on the end of the bed, which again communicates by a shaft run- ning along the side of the machine, with the strap-fork shaft 0; the latter thus causes the shift of the straps from one pulley to the other, and reverses the motion of the table. Upon the return of the table, the catch which has just acted now returns without coming in contact with its lever, as its former motion has placed it out of its reach, having at the same time raised the second lever on the same shaft to an upright position, so that it may be acted upon by the other catch at the contrary end of the table, when the straps are brought back to their primary positions. As a driving and reversing geer for small planing machines, Mr. Nasmy i h has applied the mangle- 752 TOOLS. wheel motion, so called from its adaptation as a continuous forward motion for common clothes-mangles. It consists of a large disk, having near its circumference a circle of pins bolted through the metal at right angles to its plane; these pins answer as a set of teeth, into which a small driving-pinion geers, working alternately on the outside and inside of the teeth so as to effect the desired reverse motions. In Mr. Nasmyth’s arrangement, the driving-pulley is keyed upon a light shaft passing transversely be- neath the table of the machine. The contrary extremity of this shaft, which projects beyond the edge of the bed, carries the mangle-pinion geering with the pins of the mangle-wheel. The latter is keyed upon a central transverse shaft which passes beneath the table of the machine and carries a large chain- pulley. Round this pulley a chain is passed twice, and its two extremities are passed round two fixed pulleys placed at contrary ends of the bed, and attached to the opposite ends of the travelling-table. The reversing of the mangle-wheel, and consequently that of the table, is effected in the following man- ner : at two points in the circumference of the mangle-wheel, one or two of the pin-teeth are removed, and a sloping guide or stud is placed at each point, so that when the driving-pinion arrives there, this guide causes it to traverse in or out, as the case may be, to geer with the inner or outer sides of the pins, under which conditions it is easy to see that the two contrary motions of the wheel will be the result. The guide supporting the pinion-shaft is slotted horizontally to allow of the traversing of the shaft as well as to prevent its running beyond the point of geer with the pins of the mangle-wheel, the bearing on the opposite end of the shaft next the driving-pulley being arranged to swivel on a centre, so as to permit of this motion. This movement of the pinion-shaft is also taken advantage of in giving the feed motion to the cross-slide of the machine, being connected to the vertical rod carrying the catches for the ratchet-wheel of the transverse screw. This movement, although ingenious, is destitute of the ad- vantage of an increased speed in the return stroke, consequent- ly much time is lost by it when applied to single-acting ma- chines. The arrangement applied by Messrs. Nasmyth and Gaskell to the rack-planing machines is a very convenient though somewhat cumbrous motion. Fig. 3472 is a ground plan of this geering, in which a is the forward motion driving-pulley, keyed on the hollow shaft b, which carries a pinion c geering with a large spur-wheel d. The latter is keyed directly on the rack-pinion shaft e, shown in dotted lines passing beneath the table of the machine. The backward-motion pulley/ is keyed on the solid shaft, passing through the hollow one and revolving at one extremity in the bearing g fixed on a pedestal attached to the bed-plate, and at the other in the bearing k bolted to the side of the bed. This latter shaft carries another pinion k geering by means of an intermediate carrier-wheel, with the spur-wheel l also keyed on the rack-pinion shaft. The centre pulley is of course loose, serving merely to carry the strap when the machine is stopped, and during the trans- fer from the forward to the backward pulley. Thus it will be seen that the return stroke of the table will be so much quicker than the cutting one, as the difference in diameter of the two wheels l and d, or rather, as the ratio which exists between the wheels k and I and c and d. The strap-fork is seen at m ; it is worked by catches fixed on the other side of the table, a connecting- shaft from which passes beneath the bed where it is attached to the fork; n is a weighted lever for the purpose of giving a sudden shift to the strap, so as to give the workman a better command over his machine. Of chain-worked planing machines, the modification introduced by M. Decoster, of Paris, is perhaps one of the most complete. In his machine he has made use of the driving-geer as applied by Mr. Whitworth to his screw-machines. In the example by M. Decoster, to which we refer, the chain- motion is applied to give motion to the tool-slide, while the table of the machine remains stationary. This plan is found extremely useful in planing heavy and unmanageable pieces of metal, as the latter may be firmly secured to a foundation independent of the machine, while the tool alone traverses over it ; and consequently no more power is absorbed by a heavy casting, than by the lightest possible piece of metal. The driving geering before referred to is here placed alongside the bed of the machine, near one end ; the pinion on the central bevel-wheel geers with a large spur-wheel, on a shaft passing trans- versely across the bed of the machine, below the table. The latter shaft carries two rag-wheels, placed near its two extremities just within the frame of the machine. Round each of these wheels is passed an endless chain, which passes along the whole length of the machine, returning round a similar pair of w’heels revolving loosely on studs at the contrary end of the bed. The upper length of this chain is attached to the lower surface of a V-grooved slide, working in corresponding grooves planed in the upper surface of the bed. This slide carries a second horizontal slide supporting the tool-holder in the usual manner. The feed-motion of the cross-slide is ingeniouslv effected by two ratchet-catches attached to the spur-geering on the end of the horizontal screw. The lower extremities of these catches are set to come in contact with movable tappets attached to the fixed frame of the machine, so as to give the proper amount of motion to the screw of the cross-slide. The method of attachment of the driving- chains adopted by M. Decoster has the advantage of giving a steadier pull to the tool-slide than can be obtained by the central mode of fastening, with a single chain. The principle of the movable tool and fixed table has also been adopted by M. Cave and Mi - . Hick, of Bolton. In M. Cave’s machine, the driving motion is given to the tool-slide by an endless strap. The driving-pulley is placed immediately over the centre of the bed of the machine, the strap from whicn passes below two fixed tension-pulleys, placed just beneath the driver, and thence round two fixed pul- l C uLS. 753 leys attached to the opposite ends of the bed. The attachment of this strap to the sliding-frame of tb6 tool is effected by passing the strap in contrary directions round two separate pulleys, each carrying a pinion geering with a central driving-wheel. 'The shaft of the latter passes across the bed of the ma- chine, and carries two pinions, geering with two racks, placed within the framing, and running along the whole length of the bed. The arrangement of the spur reversing-geer will be understood by referring to Fig. 3473, which is a side view of the tool-slide, frame, and geering, with the driving-pulleys removed. A is the travelling tool-slide, eairying the central driving-wheel B, keyed on the pinion-shaft — the shafts C C each carry a loose driving-pulley, capable of connection by means of sliding clutch-boxes with the two pinions D D These latter work loose on the pulley-shafts, and geer with the central wheel B, so as to drive it ir. either direction accordingly as the clutch-boxes are set. 3173 . Two povable inclined tappets are fixed to the bed of the machine, which alternately come in contact with the lever E on the oblique shaft F, so as to move it in and out according to the motion of the slide. The shaft F carries the two forks G, connected to the clutch-boxes of the pinions D D, which are placed, one on each side of it, so that when the lever E is pressed upon by its tappets, the hold of the two clutches is changed accordingly — one being thrown out of geer at the same time the other is put in. In this manner, as the two pulleys on the pinion-shafts revolve in different directions, a reciprocating mo- tion is given to the travelling-slide. The cross-slide of this machine is provided with two tool-holders, one on each side, so as to cut in both directions ; this improvement effects a great saving of time, as the return stroke is rendered equally as effective as the forward one. In Mr. Hick's movable tool-slide machine, the traversing motion is given to it by means of steel belts. The driving-pulley of the machine is alternately worked by a cross and open strap ; the shaft of this pulley is connected, by means of spur-geering, with a transverse shaft carrying two pulleys working outside the frame of the machine. These pulleys each carry an endless steel belt, running along- side the frame, and passing round two similar pulleys placed at the contrary extremity of it. The steel belts are attached to projecting levers on the cross-slide by means of tightening screws, so as to communicate an alternate motion to it, accordingly as the open or crossed strap is working on the driving-pulley. As the speed of the travelling-table of this machine is the same in each direction, it is arranged to cut both ways, by the adaptation of Mr. Whitworth’s revolving tool-holder, subsequently described. It is a' matter of considerable importance in planing machines, to have a compact arrangement at command, both for reversing the motion of the table, and also for giving the self-acting feed-motion to the cross-slide. As regards the reversing motion, in planing delicate or complicated work, it is often requisite to be able to stop the motion of the table within the shortest possible limits, as, for instance, in planing up to an abrupt shoulder ; in such a case, if the tool does not proceed sufficiently far, a sur- face of metal is left which must be removed by some more laborious means ; or, on the other hand, if it proceeds a little too far, the tool strikes against the obstacle and causes an injury either to the work or to its own geering. In small machines this is easily avoided, by the use of the crank or grooved disk, which allows of the greatest exactitude in the length of travel ; but in machines of the larger class we are driven to some other expedient to attain this end. Where the change of motion is effected by the pulley-belt, the simplest and most effective system of quick stoppage is the addition of the weighted balance-lever attached to the strap-fork ; the sudden fall, in either direction, of this weight causes an instantaneous motion of the strap, and stops the table within very short limits. Where still greater nicety is required, possibly the addition of a movable clutch-box may be of some assistance Soma Vol. II. — 48 * 754 TOOLS. maker's, indeed, have applied Ihe clutch-box instead of the shifting-strap, the clutch being arranged to throw the two side bevel-wheels in geer alternately with the centre one. Asa compact and efficient self-acting reversing and feed motion, we give that adopted by Mr. Whit worth, as one of the best. Fig. 3474 is a side elevation of the apparatus ; a is the table of the planing machine, on the side of which, at the centre, is screwed the fixed catch b, which, in the course of work- ing, alternately comes in contact with the movable catches cc, adjustable on the shaft d which runs alongside the table, sliding in the bearings e e at each end of the frame. This shaft carries a third adjustable catch/, con- nected with a short lever cast on the boss g working loose on a stud screwed to the frame. The same boss has also cast upon it a second lever /t, at right angles to the former one, the end of which works in a slot in the scrap-fork i. The lat- ter oscillates on a centre attached to the bed at k ; when the catch b comes in contact with one or other of the studs c, the shaft d is carried along laterally, and gives motion, through the arrangement of levers just described, to the strap-fork so as to shift the strap from one pulley to the other, and reverse the table. The self-acting feed-motion of the cross-slide is effected in the following simple manner : on the sliding shaft or rod d a few rack-teeth l are cut, which geer with a segment of a spur- wheel keyed on the shaft m, working in bearings screwed to the upright frame of the machine, and carrying the eccentri- cally-grooved disk n, which revolves with it ; o is the vertical rod carrying the ratchet-catches for working the horizontal screw of the cross-slide : it is guided by a bearing p screwed to the frame, and carries at its lower extremity a pin working in the eccentric slot of the disk n. Thus when the rod d re- ceives its motion from the catch b, at the termination of the stroke of the table, its short rack causes the disk n to make a portion of a revolution, so as to raise or depress the rod o by means of the eccentric groove. This motion is at once ef- fectual and easy of application, besides possessing that great desideratum in all tools, compactness. We now come to the consideration of tool-holders. The specimen of a tool-holder given in Mr. Mylne’s machine, is one of the more complicated variety, being provided with a double set of slides and appropriate screws, for the purpose of plan- ing at two different angles with one adjustment of the tool. The saving in time, however, by this arrangement, is more than counterbalanced by the increased cost of the tool-box, 3475. and the disadvantage which it entails upon the machine, by throwing the point of resistance in cutting so far from the surface of the supporting frame as to render the cutting action unsteady. A somewhat simpler modification of the same variety of holder is represented in Fig. 3475, where the TOOLS. (05 edf-acting down cut motion is obtained by one screw; a is a transverse section through the cross-slide of the machine, to which is fitted, by dovetails, the horizontal sliding-plate b. The latter again carries the down-cut slide c, being attached to it by dovetail-headed bolts working in a circular groove in the former. The slide c is fitted with a central screw carrying a nut fixed on the front sliding- plate d, so that the latter may be moved at any angle to the bed of the machine according to the angular position of the screw; e is a front plate, checked into the slide d, to which is hinged the tool-holder/, carrying the tool as shown at g. The self-acting feed-motion is given to the screw in the plate c by bevel-geering, similar to that em- ployed in Mr. Mylne’s machine. The hinge at the upper end of the tool-holder is for the purpose of nllowing the tool to give way in case it comes in contact with any obstacle during the return stroke of the machine. In all properly constructed tool-boxes, the mechanism is arranged to lift the tool out of the way at each return stroke, so that it never rests upon the surface of the work in the back motion. This is effected by a separate transverse screw placed parallel to the main traversing screw, and worked by the same geering. In Mr. Bodmer’s tool-boxes this screw carries a nut with a slotted projection fit- ting to a pin in the upper end of the front plate, which oscillates loosely on a fixed centre. The nut being carried along with the tool-slide by the revolution of its screw, remains always immediately above the centre of the tool-holder; at the termination of a stroke, the reversing geering is so connected with the screw as to give the latter a lateral sliding motion, the nut upon it then moves the front plate by the pin in its upper side. This plate carries a small inclined pin, which in its motion presses against the front of the hinged tool-holder, thus raising it out of connection with the work. The self-feeding down-cut motion is also given by the same oscillating plate. The latter is provided with a toothed sector screwed to it near its lower extremity, and geering with a small bevel-pinion on the down-cut screw-spindle. The latter being fitted with a ratchet-wheel, receives at each stroke of the machine an amount of motion proportioned to the material to be cut. This is probably one of the most complete and effective of all single-acting tool-holders, and is a good specimen of the high degree of eminence which Mr. Bodmer has attained as a maker of constructive machinery. In addition to the common rectilineal planing machine, machinists have of late years found a power- ful auxiliary in the circular machine ; this may be defined, in general terms, as a lathe with a vertical spindle. The tool is either fixed or movable, the former being the preferable and more general ar- rangement. The advantages which these machines possess over common turning-lathes, are, firstly, the greater facility of adjustment of heavy castings preparatory to planing them ; and secondly, the greater latitude they allow for acting on masses of metal of great diameter, as the driving-wheels of locomotive engines, fly-wheels, &c. Of this species of tools, perhaps Mr. Bodmer’s modification stands highest in the scale of usefulness. It consists of a heavy foundation plate, in the centre of which a strong vertical spindle revolves, having a horizontal circular table of large diameter keyed upon it, and provided in the usual manner with slots for fixing the work. The fixed cutter is held in a tool-box precisely similar to that adopted in the common planing machines. It is placed on a strong horizontal cross-slide, which is adjusted to work freely in a vertical direction upon two upright frames, placed one on each side of the revolving-table. The tool-holder being fitted with a down-cut motion, is readily adjusted with great ninety to suit the work, besides which its horizontal motion on the cross-slide, combined with the verti- cal motion of the latter upon the uprights of the frame, permit the tool to be set to any portion of the radius of the table. The machine is fitted with a self-feeding motion ; this is found very serviceable in turning up the tires of locomotive and carriage wheels, the rims of small fly-wheels, 0 capable of being worked either by manual or mechanical power. The framing consists of a single casting, having a stud keyed in the thickness of the metal near its tep, for the purpose of carrying the fly-wheel and driving-pinion, which are cast together. These work loose on the stud, the pinion geering with a large spur-wheel keyed on the horizontal eccentric punebing-shaft. A slot is cast through the centre of the frame for the reception of this shaft, suitable bearings for carrying it being placed within the slot; the projecting end of the shaft is slightly eccentric, for the purpose of giving motion to the vertical punching and shearing shaft. The latter consists of a heavy piece of metal, having a horizon- tal slot in the centre, for the purpose of allowing a clear space for the lateral working of the eccentric end of the driving-shaft. Suitable bearings are attached to the front of the frame, in which the punch- ing-shaft is arranged to slide, the top of the latter being the shearing end, and the bottom carrying the punch, the matrix for which is fixed in a projecting piece cast to the frame. The machine is adapted to punch holes up to £ inch in diameter in plates § inch in thickness, at any distance from the edge not exceeding 7^ inches, the frame being hollowed out to this extent to permit of the entrance of the plates. The shears are capable of cutting plates § inch in thickness, and 12 inches breadth, without curling the piece sheared off. The construction of this machine is exceedingly simple, and being set in an independent framing of its own, may be moved to any part of the workshop with facility. A somewhat similar machine, but much more complete in its details, has been constructed by Messrs. Nasmyth and Gaskell. Here the punching-slide is provided with four punches, by which means the same number of holes are punched at each stroke of the machine. The punching operation is also made self-acting, by an arrangement of a self-moving table for carrying the work. The plates intended to be punched are fixed in the usual manner on a travelling-table, moving on wheels set to run oc i pair of triangular rails. A long notched bar is attached by means of brackets to the under side of this table ; this is arranged to traverse the table in the following manner : — The large driving-wheel on the eccentric shaft carries a pin fixed in the side of its rim, which, once during each revolution, comes in contact with a lever connected to a ratchet-catch adapted to take into the notches of the bar before mentioned ; thus each revolution of the spur-wheel causes the table to advance a distance equal to the length included between each notch in the bar. In Fig. 3100 we have detailed a machine intended for the bending of wrouglit-iron plates. This ma- chine, owing to the increase of iron ship-building, has latterly risen to be of great importance to the engineer and ship-builder. The present machine being principally intended for the use of the ship- building yard, where few plates are required to have a regular curve throughout, is not provided with geering for simultaneously altering the positions of the ends of the front roller. This arrangement allows of the setting of one of the ends of the roller at any position with regard to the other, so as to give any required twist to the plate. In the original application of the bending-rollers to the curving of boiler plates, none of the rollers touch each other, and they are placed so that lines drawn from centre to centre form an equilateral triangle, the upper central roller being made adjustable for the different curvatures required ; this arrangement is, however, now entirely superseded by that depicted in Mr. Napier’s machine. We take this occasion to acknowledge our indebtedness to the Engineer and Machinist’s Assistant, published by Blackin and Son, Glasgow, for the very valuable articles on Geering, as also this one on Tools. The work mentioned should be in the hands of every engineer and machinist. TOOLS, TURNING. The process of turning is accomplished with considerably more facility, truth, and expedition, than any other process requiring cutting tools, because in the most simple application of the art, the guide principle is always present, namely, that of rotation. The expedition of the process is due to its being uninterrupted or continuous, except as regards the progressive changes of the tool, and which is slowly traversed from part to part, so as to be nearly always in action. To choose the most simple condition, let us suppose the material to be in rotation upon a fixed axis, and that a cutting tool is applied to its surface at fifty places. .Provided the tool remain quiescent at one place for the period of one revolution of the material, the parts acted upon will each become one circle ; because the space between the tool and the axis is for a period constant, and the revolution of the material converts the distance of the tool from the centre into the radius of one circle, and the same is equally true of the fifty positions. The fifty circles will be concentric, or parallel with each other, because the same axis, extended or continued as a line, remains constant, or is employed for each of them ; and therefore conceiving the fifty circles to be as many parts of the outline of a vase or other object, simple or complex, it will be strictly symmetrical, or equidistant from the central line at corresponding parts. Each of the fifty circles will also become the margin of a plane at right angles to the axis, and which axis being a straight line, the whole of the circles will be parallel, and therefore the top and bottom of the vase will be also exactly parallel. And yet all these accurate results must inevitably occur, and that without any measurement, provided the material revolve on one fixed axis, and that the tool is for a short period constant or stationary at each part of the surface — conditions inseparable from the turner’s art. The principle of rotation upon a fixed axis removes the necessity for many of the steps and measure- ments required to produce with accuracy the various angular solids employed in carpentry and many other arts. The turner’s box consists of two pieces, as the bottom and its four sides are resolved into one piece— when of wood, by nature in the forest ; w T hen of metal, by man in the crucible. The surfaces are there- fore reduced to eight, namely, the inner and outer surfaces of the bottom and lid amounting to four, and the inner a-nd outer sides or margins, amounting to four also, and the revolution of the work upon one axis places the eight in exact and true relation with extreme rapidity. For example, the ends or terminal planes of the box are, from necessity, at right angles to the axis of rotation, and parallel with each other. In each of these superficies the question of being in cr out oi TOOLS, TURNING. 761 winding ceases ; as, if straight, they can only be planes or cones, and which the one straight edge imme- diately points out. The principle of rotation insures circularity in the work, and perpendicularity or equality as regards the central line ; it only remains, therefore, to attend to the outline or contour. The right line serves to produce the cylinder, which is a common outline for a box ; and the employment of mixed, flowing, and arbitrary lines, produces vases and ornaments of all kinds, the beauty of which demands attention alone to one single element, or conception, namely, that of form ; and in the choice and production of which a just appreciation of drawing and proportion greatly assist. In the art of drawing, it is almost essential to the freedom of the result, that the lines should be de- lineated at once, and almost without after correction ; in the art of turning, it is always desirable to copy a drawing or a sketch, but having nearly attained the end, the tool may be continually re- applied, partially to remove any portions which may appear redundant, until the most scrupulous eye is satisfied. The combining of the several parts of turned objects, as the separate blocks of which a column or other work is composed, is greatly facilitated from the respective parallelism of the ends of the pieces of which turned objects consist ; and the circular tenons and mortises, whether plain or screwed, place the different pieces perpendicular and central with very little trouble. These several and most important facilities in the art of turning, are some amongst the many reasons for its having obtained so extensive and valuable an employment in the more indispensable arts of life, as well as in its elegances. The tools us.ed in turning the woods act much in the manner of the blades of the carpenter’s planes; but as we have now, at all times, a circular guide in the lathe-mandrel, we do not require the stock ot the plane or its rectilinear guide. Although if we conceive the sole of the plane applied as the tangent to the circle, the position it would give is nearly retained, but we are no longer encumbered with the stock or guide. In turning-tools for soft woods, the elevation of the tool and the angle of its edge are each of them less than in ordinary planes, and in those for the hard woods both angles are greater. Tor example, the softest woods are turned with tools the acute edges of which measure about 20 to 30 degrees, and are applied nearly in coincidence with the tangent, as in Fig. 3477. These tools closely assimilate to the spokeshave, which is the plane of the lowest pitch and keenest edge. On the contrary, the hardest woods may be turned with the above soft-wood tools, applied just as usual ; but on the score of economy and general convenience, the edges are thickened to from 60 tc 80 degrees, and the face of the tool is applied almost horizontally on the lathe-rest, or as a radius to the circle, as in Fig. 3478, thus agreeing with the opposite extreme of the planes, in which the cutter is perpendicular and much less acute, as in the scraping and toothing planes, which are only intended to 6crape, and not to cut. The hard-wood tools may be figured and employed as scrapers in turning the members of the capital or the base of a column, or similar object in hard wood or ivory ; but if we try the same tools on deal, ash, and other soft woods, we shall in vain attempt to produce the capital of a column, or even its cy- lindrical shaft, with a thick horizontal tool as in hard wood ; for the fibres would not be cut, but forcibly torn asunder, and the surface would be left coarse and ragged. But a reference to the planes with which the joiner proceeds across the fibres of deal, will convey the particulars suited to the present case ; the iron is always thin and sharp, and applied in an oblique manner, so as to attack the fibre from the one end, and virtually to remove it in the direction of its length. It is proposed now to describe some of the more important of the turning tools, commencing- with those employed on the soft-grained woods, but it would be both hopeless and unnecessary to attempt the notice of all the varieties which are to be met with in the hands of different individuals; and only so much will be here advanced as, it is hoped, may serve to explain the modifications of the general principles of cutting tools to some of the more usual purposes of turning. To avoid repetition, it may be observed, that in general the position of the tool for turning the cylinder, and secondly, that for the flat surface or plane, will be alone described. For works of intermediate angles, whether curves or flowing lines, the position of the tool slides from that for the cylinder to that for the plane, or the re- verse ; and these changes will be readily made apparent when the reader gradually moves either a tool, or even a rod of wood, from the one to the other of the described positions. It may be added that most of the tools for metal are applied direct from the grindstone, the oilstone being used for such tools only as are employed for the more delicate metal-works, or for the last finish of those ot stronger kinds; all the tools for wood, ivory, and similar materials, are invariably sharpened on the oilstone. It may be desirable to remark, in addition, that the rough exterior faces of all works should be turned with narrow or pointed tools, and only a narrow portion at a time, until the sur- 7G2 TOOLS, TURNING. faces are perfectly true or concentric ; as wide flat tools applied to rough irregular surfaces, espe daily of metal, would receive a vibratory, or rather an endlong motion, quite incompatible with truth of work. Turning-tools for soft wood. — Angle 20° to 30 ° — Figures generally half size. — The tools most gen- erally used for turning the soft woods are the gouge and chisel, Figs. 3178 to 3479, wherein they are shown of one-fourth their medium size ; they vary from one-eighth to two inches wide ; and as they are never driven with the mallet, they do not require the shoulders of the carpenter’s tools, they are alsc ground differently. The turning-gouge is ground externally and obliquely, so as to make the edge elliptical, and it is principally the middle portion of the edge which is used ; the chisel is ground from both sides, and with an oblique edge, and Figs. 3481 and 3482 represent the full thickness of the chise 1 and its ordinary angles, namely, about 25 to 30 degrees for soft, and 40 for hard woods. The gouges and chisels wider than one inch are almost invariably fixed in long handles, measuring with the blades from 15 to 24 inches ; the smaller tools have short handles, in all from 8 to 12 inches long. Fig. 3477 shows the position of the gouge in turning the cylinder ; the bevel lies at a tangent, and tha tool generally rests on the middle of the back, or with the concave side upwards, the extremity of the handle is held in the right hand close to the person, and the left hand grasps the blade, with the fingers folded beneath it, and in this manner the gouge is traversed along the cylinder. For turning the flat surface the gouge is supported on its edge, that is, with the convex side towards the plane of the work, and with the handle nearly horizontal, to bring the centre of the chamfered edge in near coincidence with the plane ; the tool is inclined rather more than tire angle at which its chamfer is ground, and it is gradually thrust from the margin to the centre of the work. The gouge is also used for hollow works, but this application is somewhat more difficult. For the internal plane, the position is almost the same as for the external, except that the blade is more inclined horizontally, that it may be first applied in the centre to bore a shallow hole, after which the tool is traversed across the plane by the depression of the hand which moves the tool as on a fulcrum, and it is also rotated in the hand about the fourth of a circle, so that in completing the margiu or the internal cylinder the tool may lie as in Fig. 3477, but with the convex instead of the concave side upwards, as there shown. In Figs. 3483 and 3484 are represented the plans, and in Figs. 3485 and 3486 the elevations of the hook-tools for soft wood, which may be called internal gouges ; they differ somewhat in size and form : the blades are from 6 to 12 inches long, the handles 12 to 15. They are sharpened from the point around the hook as far as the dotted lines, mostly on one, sometimes on both sides, as seen by the sec- TOOLS, TURNING. 763 tions. The hook-tools follow very nearly the motion of the gouge in hollowing, the rest is placed rathe, distant and oblique ; the tool is moved upon it as a fulcrum, and it is also rotated in the hand, so as al- ways to place the bevel of the tool at a very small inclination to the tangent. The finishing tools used subsequently to the gouges or hook-tools have straight edges ; the chisel, Fig 3487, is the most common ; its position closely resembles that of the gouge, subject to the modifications called for by its rectilinear edge. If, for example, the edge of the chisel were just parallel with the axis of the cylinder, it would take too wide a hold ; there would be risk of one or other corner digging into the work, and the edge, from its parallelism with the fibres, would be apt to tear them out. All these inconveniences are avoided by placing the edge oblique, as in Fig. 3487, in which the tool may be sup- posed to be seen in plan, and proceeding from right to left, Fig. 3477 being still true for the other view; the tool is turned over to proceed from left to right, and both corners of the tool are removed from the work, by the obliquity of the edge. The tool may be ground square across, but it must be then held in a more sloping position, which is less convenient. • 3489. Turning a flat surface with the chisel is much more difficult. The blade is placed quite on edge, and with the chamfer in agreement with the supposed plane a b c, Fig. 3481 ; the point of the chisel then cuts through the fibres, and removes a thin slice which becomes dished in creeping up a d, the bevel of the tool ; it then acts something like the scoring-point of the planes, or the point of a penknife. Flat sur- faces, especially those sunk beneath the surface, as the insides of boxes, are frequently smoothed with an ordinary firmer chisel, which is ground and sharpened with one bevel, but rather thicker than for carpentry. The edge is then burnished like the scraper, and it is applied horizontally like a hard-wood tool, as in Fig. 3478, but against the face or plane surface. The wire edge then lies in the required po- sition, but it must be frequently renewed. The broad, represented in three views in Fig. 3488, endures much longer, but it requires to be held downwards or underhand at about an angle of 40 to 50 degrees from the horizontal, in order to bring its edge into the proper relation to the plane to be turned. Another form of the broad is also represented in Fig. 34-89 ; it is a cylindrical stem, upon the end of which is screwed a triangular disk of steel, some- times measuring three inches on the sides, and sharpened externally on each edge : this tool requires the same position as the last. Broads of the forms b c are also used, but principally for large works the plank way of the grain. Similar tools are also used for turning pewter wares. For the insides of cylinders the side-tool, Fig. 3490, which is represented in three views, is sometimes used; it is sharpened on both edges, and applied horizontally. The tool Fig. 3491, also shown in three views, serves both for the sides and the bottoms of deep works, but it does not admit of being turned over; and Fig. 3492 is another form of the same tool for shallower works, the cranked form of which is considered to give it a better purchase. The tools used for cutting screws in soft wood, by aid of the traversing or screw mandrel-lathe, par- take of the same general characters as the others, and are represented in their relative positions ; Fig. 3493 is for the outside, and Fig. 3494 for the inside screw. To conclude the notice of tools of this class, the parting-tool, Fig. 3495, has an angular notch or groove on its upper surface, from which it results that when the tool is sharpened on the bevel b, the upper face presents two points, which separate the fibres by a double incision. This method wastes only as much wood as equals the thickness of the tool, and it leaves the work smooth and flat; whereas, when the angle of the chisel is used for the same purpose several cuts are required, and the gap must present a greater angle than the bevel of the tool, and which consumes both more time and wood. The various turning-tools for soft woods which have been described are, with the exception of the gouge and chisel, nearly restricted to the makers of Tunbridge- ware, toys, and common turnery ; with them they are exceedingly effective, but to others somewhat difficult. The amateur turner scarcely uses more than the common gouge and chisel, and even these but insufficiently, as much may be done with them. It has been shown, for instance, that moulding tools cannot be used for the soft woods, but IFiey are efficiently replaced by the gouge for the concave, and the chisel for the convex mouldings. 7G4 TOOLS, TURNING. A good fair practice on the soft woods would be found very greatly to facilitate the general manipur lation of tools, as all those for the soft woods demand considerably more care as to their positions and management than those next to be described. 3490. 3491. Turning-tools for hard wood and ivory. — Angles 40° to 80° — Figures generally half size . — The gouge is the preparatory tool for the hard as well as for the soft woods, but it is then ground less acutely; the soft-wood chisel may indeed be employed upon the hardest woods, but this is seldom done, because the tools with single bevels held in a horizontal position, as in Fig. 3478, are much more man- ageable, and on account of the different natures of the materials they are thoroughly suitable, notwith- standing that their edges are nearly as thick again as those of soft-wood tools. In general, also, the long handles of the latter are replaced by shorter ones, as in Figs. 3496 and 3497, measuring with the tools from 8 to 12 inches; but these give in general an abundant purchase, as from the nearly horizontal pc sition of the tool, the lathe-rest or support can be placed much nearer to the work. 349G. 3497. The hard-wood tools are often applied to a considerable extent of the work at one time, and the fin- ishing processes are much facilitated by selecting instruments the most nearly in correspondence with the required shapes. Rectilinear surfaces, such as cylinders, cones, and planes, whether external or internal, necessarily require tools also with rectilinear edges, which are sloped in various ways as re- gards their shafts ; they are made both large and small, and of proportionate degrees of strength to suit works of different magnitudes. The following are some of the most useful kinds. 3498. 3499. 3300. 3585. 3580. 3587. 3583. 3589. 3590. 3591. The right-side tool, Fig. 3498, cuts on the side and end, the dotted lines being intended to indicate the undercut bevel of the edge — so named because it cuts from the right hand towards the left. The left-side tool, Fig 3499, is just the reverse. The fiat-tool, Fig. 3500. cuts on both sides, and on the end likewise ; TOOLS, TURNING. 7G5 and in all three tools the angle seen in plan is less than a right angle, to allow them to be applied in rectangular corners. The point-tool , Fig. 3585, is also very convenient ; and bevel-tools , Figs. 3586 and 3587, the halves of the former, are likewise employed ; Figs. 3588 show the general thicknesses of these tools. When any of them are very narrow they are made proportionally deep to give sufficient strength, the extreme case being the parting-tool, Fig. 3589, which is no longer required to be fluted, as in the corresponding tool for soft wood ; but the side-tools, when used for small and deep holes, necessarily require to be small in both respects, as in Fig. 3590. The inside parting-tool, Fig. 3591, is used fur the removal of rings of ivory from the interior of solid works, in preference to turning the materials into shavings ; it is also useful in some other undercut works. Some of the curvilinear tools for hard wood are represented in the annexed group of figures; the semicircular or round tool, Fig. 3592, is the most general, as concave mouldings cannot be made without it, and it is frequently divided, as in the quarter round tools, Figs. 3593 and 3594 ; it is convenient that these should be exact counterparts of the mouldings, but they may also be used for works larger than themselves, bj» sweeping the tools around the curves. Convex mouldings are frequently made by rec- tilinear tools, which are carried round ir a similar manner, so as to place the edge as a tangent to the curve, but the bead, Fig. 3595, the astragal, Fig. 3696, or the quarter hollows, Figs. 3597 and 3598, facilitate the processes, and complete the one member of the moulding at one sweep, and enable it to be repeated any number of times with exact uniformity 3592. 3593. 3594. 3595. 3590. V ■ w w L . — Frequently the tools are made to include several members, as the entire base or capital of a column, as in big. 3599. Similar figured tools have been applied to turning profiles of about one or one and a half inches high, by employing four different tools, embracing each about a quarter of the profile, and applied at four radial positions, around a ring of some three to five inches diameter; the rings are cut up into radial slices, and turned flat on each face prior to being glued upon tablets. Profiles have been likewise successfully and more skilfully turned, by the ordinary round, point, and fiat tools. Figs. 3600 to 3603 represent some of the various kinds of inside tools, which are required for hol- lowing vases and undercut works ; and Fig. 3604 the inside screw tool, and Fig. 3605 the outside screw tool for hard wood, ivory, and the metals : these tools are made with many points, and are bevelled like the rest of the group. The hollow tools, Figs. 3595 to 3598, may be sharpened with a narrow slip of oilstone used almost as a file ; but their sweeps are more accurately sharpened by conical metal grinders, supplied with emery, as will be explained ; most other moulding tools, and the screw tools, are only sharpened upon the face. The ends of these tools may be whetted at a slope, if it be more gradual than in Fig. 3604, this however, increases the angle of the edge; but by nicking in the tools, as in Fig. 3607, by applying them transversely on the grindstone, the original angle is maintained, and which is the better mode for screw tools more especially. Turning-tools for brass. — Angles 70° to 90° — Figures generally the same as the tools for hard wood. — The turning-tools for brass are in general simple, and nearly restricted to round, point, flat, right and left side tools, parting-tools, and screw-tools ; they closely resemble the hard-wood tools, ex- cept that they are generally ground at angles of about 60° or 70°, and when sharpened it is at an angle of 80° or 90° ; some few of the finishing or planishing tools are ground exactly at 90°, upon metal laps or emery wheels, so as to present a cutting edge at every angle and on both sides of the tools. 3G08. 3009. 3610. It is not a little curious that the angles which are respectively suitable to brass and to iron, art definitively shown to be about 90 and 60 degrees. For turning brass, a worn-out square file is occasion- ally ground on all sides to deprive it of its teeth : it is used as a side-tool, and is slightly tilted, as in Fig. 3608, just to give one of the edges of the prism sufficient penetration ; but applied to iron, steel, O' 766 TOOLS, TURNING. copper, it only scrapes with inconsiderable effect. A triangular file, Fig. 3609, similarly ground, cuts iron with great avidity and effect, but is far less suited to brass ; it is too penetrative, and is disposed to dig into the work. It appears, indeed, that each different substance requires its own particular angle, from some circumstances of internal arrangement as to fibre or crystallization not easily accounted for. A stout narrow round tool, Fig. 3592, in a long handle, serves as the gouge or roughing-out tool for brass-work ; others prefer the point, Fig. 3585, with its end slightly rounded, which combines, as it were, the two tools with increased strength ; a small but strong right side tool, Fig. 3582, is also used in rough-turning; the graver. Figs. 3611 and 3612, although occasionally employed for brass, is more proper for iron, described hereafter. The wide finishing tools should not be resorted to under any circumstances until the work is roughed- out nearly to the shape, and reduced to perfect concentricity or truth, with narrow tools which only embrace a very small extent of the work. It is the general impression that in taking the finishing cuts on brass it is impolitic, either to employ wide tools, or to support them in a rigid solid manner upon the rest, as it is apt to make the work full of fine lines or strife. This effect is perhaps jointly attributable to the facility of vibration which exists in brass and similar alloys, to the circumstance of their being frequently used in thin pieces on the score of economy, and to their being rotated more rapidly in the lathe than iron and steel, to expedite the progress of the work. When a wide flat tool is laid close down on the rest, and made to cut with equal effect throughout its width, lines are very likely to appear on the metal, and which if thin, rings like a bell from the vibra- tion into which it is put ; but if the one corner of the tool penetrate the work to the extent of the thick- ness of the shaving, whilst the other is just flush with the surface, or out of work, the vibration is les- sened, and that whether the penetrating angle or the other move in advance. The brass-turner frequently supports the smoothing-tool upon the one edge only, and keeps the other slightly elevated from the rest by the twist of the hand, which thus appears to serve as a cushion or spring to annul the vibrations: Fig. 3610 shows about the greatest inclination of the tool. Some work- men with the same view interpose the finger between the tool and the rest, in taking very light finish- ing cuts. The general practice, however, is to give the tool a constant rotative shuffling motion upon the supported edge, never allowing it to remain strictly quiet, by which the direction of the edge of the tool is continually changed, so as not to meet in parallelism any former strife which may have been formed, as that would tend to keep up the exciting cause, namely, the vibration of the metal. The more the inclination of the tool, the greater is the disposition to turn the cylinder into small hollows. Some workmen burnish the edges of the finishing tools for brass, like the joiners’ scraper, or the firmer chisel used in soft-wood turning. On account of the greater hardness and thickness of the edge of the tool, it cannot be supposed that in these cases any very sensible amount of burr or wire edge is thrown up. The act appears chiefly to impart to the tool the smoothness and gloss of the burnisher, and to cause it, in its turn, to burnish rather than cut the work ; the gas-fitters call it a planishing tool, but such tools should never be used for accurate works until the surface is perfectly true and smooth. The hard-wood and brass-turners avoid the continual necessity for twisting the lathe-rest in its socket to various angular positions, as they mostly retain it parallel with the mandrel, and in turning hollow works they support the tool upon an arm rest, ; this is a straight bar of iron, which resembles a long- handled tool, but it has a rectangular stud at the end, to prevent the cutting-tool from sliding off. The position of the arm-rest and tool, as seen in' plan, are therefore nearly that of a right angle ; the former is held under the left arm, the latter in the right hand of the workman, the fore-fingers of each hand being stretched out to meet near the end of the tool. This may appear a difficult method, but it is in all respects exceedingly commodious, and gives considerable freedom and choice of position in managing the tool, the advantage of which is particularly felt in guiding the first entry of the drill, or the path of the screw-tool ; and in brass-work it likewise renders the additional service of associating the tool with the elastic frame of the man. But when particular firmness and accuracy are required the tool should be supported upon the solid rest as usual. Turning-tools for iron, steel, etc. — Angles 60° to 90° — Figures generally one-sixth the full size . — The triangular tool is one of the most effective in turning these metals, as was adverted to above ; the triangular tool is also used by the engravers and others for scraping the surfaces of the metals, and it is then applied nearly perpendicular, or as a penknife in erasing ; but when the triangular tool is placed nearly as a tangent against the inner or outer edge of a ring or cylinder, as in Fig. 3609, it seems almost to devour the metal, and instead of scratching, it brings off coarse long shavings. In turning the flat sides of the ring, the face of the tool is placed almost in agreement with the plane to be turned. The graver, which is also an exceedingly general tool, is a square bar of steel ground off at the end, diagonally and obliquely, generally at an angle of from 30 to 50 degrees. The parts principally used are the two last portions of the edge close to the point, and to strengthen the end of the tool a minute facet is sometimes ground off, nearly at right angles to the broad chamfer, or principal face. The proper position of the tool in turning a cylinder, will be most readily pointed out by laying the chamfer of the tool in exact contact with the flat end of such cylinder ; it will be then found that one of the lateral angles of the tool will touch the rest, and the obliquity in the shaft of the tool would be the angle, at which the graver is ground, instead of which it is held square and slightly elevated above the horizontal position, as shown in Fig. 3611. The graver is rotated upon the supporting angle, which sticks into the rest, much the same as the edge of the triangular tool ; in fact, the two tools, although different in form, remove the shaving in a very similar manner. In using the graver and other tools for the metals, it is the aim to avoid exposing the eDd of the tool to the rough gritty surface of the material. This is done by cleaning the surface, especially the extreme edge, with an old file, and beginning at that edge, the work is at one sweep reduced nearly to its re- quired diameter by a wide thin cut, which may be compared with a chamfer, or a conical fillet, con TOOLS, TURNING. 767 necting the rough external surface with the smooth reduced cylinder. Therefore after the first entry, the point of the tool is buried in the clean metal below the crust, and works laterally, which is indeed the general path of pointed tools for metal. When the graver is used in the turn-bench with intermittent motion, as for the pivots of watches, the axes for sextants, and other delicate works, it is applied overhand, or inverted, as in Fig. 3612 ; but it is then necessary to withdraw the tool during each back stroke of the bow, to avoid the destruction of the acute point, and which alone is used. The graver, when thus applied in lathes with continuous motion, is only moved on the rest as on a fulcrum, and in the plane in which it lies, rather as a test ol work done, than as an active instrument. The edge of the graver is afterwards used for smoothing the stronger kinds of work ; it is then neces- sary to incline the tool horizontally, to near the angle at which it is ground, in order to bring the sloping edge parallel with the surface. But the smoothing is better done by a thick narrow flat tool, ground at about sixty degrees, the handle of which is raised slightly above the horizontal, as in Fig. 3613, in order that its edge may approach the tangential position ; here also the tool is rotated on one edge, after the manner of the brass tools or the graver. For many slight purposes requiring rather delicacy than strength, as in finishing the rounded edge of a washer, the flat tool is inverted or placed bevel upwards, as in Fig. 3614 ; the lower side, then be- comes the tangent, and the edge the axis of rotation of the tool, the same as in turning convex mould- ings with the soft-wood chisel. Indeed, many analogies may be traced between the tools respectively used for soft woods and iron, except that the latter are ground at about twice the angle to meet the increased resistance of the hard metal, and the tools are mostly sustained by the direct support of the rest, instead of resting in great measure against the hands of the individual. 3016 . For instance, the lieel-tool, which is used for rough-turning the metals, is represented of the full size in the side view, Fig. 3615, and the front view, Fig. 3616, and also on a, smaller scale in Figs. 3617 and 3618. The dotted lines a, Fig. 3617, denote the relative position of the fluted gouge, and although the heel or hook-tool occupies nearly the same spot, its edge is of double the thickness, aud the entire re- sistance of the cut is sustained by the heel of the tool, which is poised upon the flat horizontal surface of the rest ; the shaft of the tool is bent nearly at right angles, that it may be held either above or be- low the shoulder of the workman, as preferred. Some variation is made in the form and size of the heel-tools, and they are occasionally pointed instead of round upon the cutting-edge. The heel-tool is slightly rotated upon its heel in its course along the work, so that, as seen at h, it? 7G8 TOOLS, TURNING. edge travels in short arcs, and when its position becomes too inclined, a fresh footing is taken ; on this account the straight handle, employed in ordinary tools, is exchanged for the transverse handle repre- sented. In the best form of heel-tools the square shaft lies in a groove in the long handle, and is fixed by an eye-bolt and nut, passing through the transverse handle, as seen in the section, Fig. 3618. Not- withstanding the great difference the materials upon which tire gouge and heel-tool are employed, their management is equally easy, as in the latter the rest sustains the great pressure, leaving the guidance alone to the individual. Fig. 3619 represents another kind of liook-tool for iron, which is curiously, like the tools Figs. 3483 to 3484, p. 707, used for soft wood, the common differences being here also observable, namely, the in- creased strength of edge, and that the one edge is placed upon the rest to secure a firm footing or hold. Nail-head tools are made much on the same principle : one of these, Fig. 3620, is like a cylinder, ter- minating in a chamfered overhanging disk, to be rolled along so as to follow the course of the work, but it is rather a theoretical than practical instrument. When, however, the tool is made of a square or rectangular bar, and with two edges, as at Fig. 3621, it is excellent, and its flat termination greatly assists in imparting the rectilinear form to the work. Occasionally the bar is simply bent up at the end to present only one edge, as in Fig. 3622 ; it is then necessary the curved part should be jagged as a file to cause it to dig into the rest like the others of its class, and which present some analogy to the soft-wood tools, Figs. 3488 and 3489, p. 707. The cranked, or hanging tools, Fig. 3623, are made to embrace the rest, by which they are prevented from sliding away, without the necessity for the points and edges of the heel-tools ; the escape of the cranked-tool sideways is prevented by the pin inserted in one of the several holes of the rest. The direct penetration is caused by the depression of the hand ; the sideway motion by rotating the tool by its transverse handle, which is frequently a hand-vice temporarily screwed upon the shaft. To save the trouble of continually shifting the lathe-rest, an iron wedge (not represented) is generally intro- duced at a, between the rest and the back of the tool ; when the wedge is advanced at intervals it sets the tool deeper into the work, when it is withdrawn it allows more room for the removal of the tool. Fig. 3624 represents a tool of nearly similar kind ; the stock is of iron, and it carries a piece of steel, about three or four inches long, and one inch square, which is forged hollow on the faces by means of the fuller, to leave less to be ground away on the stone. The rectilinear edges of this tool are used for smoothing iron rollers, iron ordnance, and other works turned by hand, and to preserve the edge of the tool, thin spills of hard wood are sometimes placed between the cutter and the bar. Under favora- ble arrangements these tools also are managed with great facility ; indeed, it occasionally happens that the weight of the handle just supplies the necessary pressure to advance the tool, so that they will rest in proper action without being touched by the hand ; a tolerable proof of the trifling muscular effort occasionally required, when the tools are judiciously moulded and well applied. These hand-tools, and various others of the same kinds, although formerly much used by the mill wrights, are now in a great measure replaced by the fixed tools applied in the sliding-rest. Fixed or machine tools for turning and planing. — Angles as in the hand-tools — Figures generally one-fourth to one-eighth the full size . — The performance of fixed tools is, in general, much more effective than that of hand-tools ; as the rigid guides and slides now employed do not suffer the muscular fatigue of the man, nor do they experience those fluctuations of position to which his hand is liable. There- fore, as the tool pursues one constant undeviating course, the corresponding results are obtained both more economically and more accurately by the intervention of the guide-principle, or the slide-rest, from which we derive the side-lathe, and thence the planing machine, and many other most invaluable tools. The cutting edges of machine-tools mostly follow the same circumstances as those of hand-tools, but additional care is required in forming them upon principle ; because the shafts of the fixed tools are generally placed, with little power of deviation, either at right angles to, or parallel with, the surfaces to be wrought ; the tools are then held in the iron grasp of screws and clamps, in mortises, staples, and grooves. The tools do not, therefore, admit of the same accommodation of position, to compensate for erroneous construction, or subsequent deterioration from wear, as when they are held in the hand of the workman, and directed by his judgment. It must also be additionally borne in mind that, however ponderous, elaborate, or costly the machine may be, its effectiveness entirely depends upon the proper adaptation and endurance of the cutting-tool, through the agency of which it produces its results. The usual position of the fixed turning-tools is the horizontal line, as at a, Fig. 3625 ; and unless the tools always lie on the radius, (or any other predetermined line.) various interferences occur. For in- stance, the tool proceeding in either of the lines b or c, could not reach the centre of the work, and a portion w’ould then escape being wrought; the curvature of the circle at b would sacrifice the proper angle, and expose the tool to fracture from the obliquity of the strain ; and at c, the edge would be altogether out of contact, and the tool could only rub anil not cut. These evils increase with the dim inution of the circle ; and although the diagram is greatly exaggerated for illustration, the want of centrality is in truth an evil of such magnitude that various contrivances are resorted to, by which either the entire slide-rest, or the cutter alone, may be exactly adjusted for height of centre. TOOLS, TURNING. 769 The planing tools for metals are in general fixed vertically, and the path of the work being, in the majority of planing-machines, rectilinear and horizontal, the tool may be placed at d, e, or /, indiffer- ently, there being no interference from curvature as in turning. In those modifications of the planing-machine in which, as in Brunei’s mortising-engine, the cutter travels perpendicularly, and is also fixed perpendicularly, as in the key-groove or slotting-engines, and the paring-engines, the general form of the tool/, or that of a strong paring chisel, is retained, but the blade is slightly inclined in its length as at j, Fig. 3626, to avoid touching the surface to be wrought expect with its cutting edge, and the length of the tool supplies a little elasticity to relieve the friction of the back stroke. Although all the various forms of hand-turning tools are more or less employed as fixed tools, still the greater part of the work is done with the point-tool, (such as g, in the plan Fig. 3626,) the angle of which should be slightly rounded ; but for working into an angle, the point of the tool is thrown off as at h, so that its shaft may avoid either side of the angle, and it is then called a side-tool. For internal works, and in small apertures especially, the abrupt curvature requires particular attention to the cen- tral position of the tool i, and a frequent sacrifice of the most proper form of the chamfer or edge. We will now describe a few of the slide-rest tools in the previous order, namely, those for soft wood, for hard wood, for brass, and for iron. The fixed tools for soft wood require the same acute edges and nearly tangential positions as those used by hand ; and if these conditions exist, it is quite immaterial whether the tool touch the work above or below the centre ; but the central line, or a, Fig. 3625, is the most usual. The soft-wood gouge, or hook-tool, is successfully imitated by making an oblique hole in the end of a bar of steel, as seen in two views in Fig. 362/ but it is not very lasting ; or a bar of steel may be bent to the form ot Fig. 8628, and sharpened internally, either rounded to serve as a gouge, or straight and inclined as a chisel, but neither of these tools admits in itself of adjustment for centre. The difficulty of centre is combated by the use of a tool exactly like a common gouge or chisel, but only an inch or two long, and with a cylindrical stem also an inch or two long, by which it may be re- tained at any height, in the end of a bar of iron, having a nearly perpendicular hole and an appropriate side-screw for fixing the tool ; this construction is abundantly strong for wood. The fixed tools for hard loood and ivory follow the several forms of the hand-tools, Figs. 3498 to 3605, except in having parallel stems ; they are always placed horizontally, and are treated in all respects just as before. Care should be taken, however, that the end of the tool is its widest part ; in’ order that, if it be sent in below the surface of the work, as in cutting a groove, it may clear well and not rub against the sides. In sharpening the tools intended for hard wood and ivory, the oil-stone should be applied principally at the end, or on the chamfer of the tool, as this will not reduce the height of centre, which it. is always important to retain. If, however, the tools should eventually become chamfered off, after the manner of Fig, 3606, they may be annealed, and thrown up to place the chamfered part in the line of the gene- ral face ; they are then rehardened, and ground up as at first. But as most of the slide-rests for wood- turning are fitted into pedestals by means of a cylindrical stem with a vertical screw adjustment, the tools may be at all times accurately centered when particular care is required ; and this provision is of still greater importance, with the several revolving cutters applied to the slide-rest, which will be here- after adverted to. The fixed tools for brass and for iron, whether used in the lathe or the planing-machine, will be con Von. II.— 49 770 TOOLS, TURNING. sidered in one group ; the principal difference is, that the tools for brass present an angle of nearly 90 degrees, the tools for iron an angle of 60, to the superficies to be wrought. Indeed, the angles or edges of the cube may be considered as the generic forms of the tools for brass, and the angles or edges of the tetrahedron, as the generic forms of the tools for iron ; that is, supposing the edges or planes of these solids to be laid almost in contact with the line of motion or of the cut, in order that they may fulfil the constant conditions of the paring tools. The fixed tools for brass and similar alloys resemble, as in hand- turning, the more simple of the hard wood tools, except that they are sharpened a trifle thicker on the edge ; they are, however, nearly re' stricted to the point-tool, the narrow round tool, and to the side-tool, which is represented at j, Fig. 3626 It is ground so that the two cutting edges meet at an angle not exceeding about 80 degrees, that in proceeding into rectangular corners it may clear each face by about five degrees, and it will then cut in either direction, so as to proceed into the angle upon the cylindrical line, and to leave it upon the plane surface, or it may be applied just in the reverse manner without intermission. When the tool is used for rough work the corner is slightly rounded, but in finishing it is usually quite sharp ; and as it differs only some ten degrees from the solid angle of a cube, it is abundantly strong. If the tools acted upon a considerable extent or width of the brass, they would be liable to be set in vibration ; but as the paths of the cutters are determined by the guide principle employed, the point fulfils all that can be desired. The fixed tools for iron present more difficulties than the generality of the foregoing kinds; first, the edges of the tools are thinner and more interfered with in the act of grinding, as the vertical height of the cutting edge is reduced when either face of the wedge is ground ; and secondly, they are exposed to far more severe strains from the greater hardness of the material, and the less sparing manner in which it is reduced or wrought, owing to its smaller price and other circumstances ; and therefore, the most proper and economic forms of the tools for iron are highly deserving of attention. The fracture of a tool when it is overloaded commonly points out the line of greatest resistance or strain. Tire tool, Fig. 3629, although apparently keen, is very weak, and it is besides disposed to pur- sue the line at which its wedge-formed extremity meets the work, or to penetrate at an angle of some 30 degrees. Fig. 3629 would probably break through a line drawn nearly parallel with the face a b of the work under formation ; that portion should therefore be made very nearly parallel with a b, the line of resistance, in order to impart to the tool the strength of the entire section of the steel ; so that should it now break it will have a much longer line of fracture. The tool thus altered is very proper for brass, an alloy upon which acute tools cannot be favorably employed. But with the obtuse edge of Fig. 3630 other metals will be only removed with considerable labor, as it must be remembered the tool is a wedge, and must insinuate itself as such amongst the fibres of the material. To give the strengthened tool the proper degree of penetration, the upper face is next sloped, as in Fig. 3631, to that angle in which the minimum of friction and the maximum of durability of the edge most nearly meet ; and which, for iron, is shown to be about 60 degrees, as in the triangular tool, Fig. 3609. The three planes of pointed tools for iron, meeting at 60 degrees, constitute the angle of the te- trahedron, or the solid wdth four equilateral planes, like a triangular pyramid, the base and sides of which are. exactly alike. But the form of Fig. 3631 would be soon lost in the act of grinding; therefore, to conclude, the tool is made in the bent form of Fig. 3632, in which the angles of Fig. 3631 are retained, and the tool may be many times ground without departing from its most proper form. This is in effect extending the angle of the tetrahedron into the triangular prism ground off obliquely, or rathfer, as seen in the front view, Fig. 3633, into a prism of five sides, the front angle of which varies from 60 degrees to 120 de- grees, and is slightly rounded, the latter being most suitable for rough work ; sometimes the front of the prism is half-round, at other times quite flat: these forms are shown in Fig. 3639. The extremities of Figs. 3631 and 3632 approach very closely to the form of the graver used for en- graving on steel and copper-plates, than which no instrument works more perfectly. The slender graver, whether square or lozenge, is slightly bent, and has a flattened handle, so that the ridge behind the point may lie so nearly parallel with, and so completely buried in, the line or groove under formation, as to be prevented or checked by the surface contact from digging into the work. This is another con- firmation of the fact that the fine of penetration is that of the lower face of the cutter or wedge, or that touching the work. In adopting the crank-formed tools, Fig. 3632, the principle must not be carried into excess, as it must be remembered we can never expunge elasticity from our materials, whether viewed in relation to the machine, the tool, or the work. The tool should be always grasped as near the end as practicable, therefore the hook or crank should occupy but little length ; as the distance from the supposed line of the fixing-screw c to the edge of the tool being doubled, the flexure of the instrument will be four-fold ; when trebled, nine-fold ; in fact, as the square. And also as the flexure may be supposed to occur from near the centre of the bar, (that .s, neglecting the crook,) the point of the tool should not extend beyond the central line o ; otherwise when the tool bends, its point would dig still deeper into the work from its rotation on the intersection of c and o; the point situated behind the central line would spring away from, or out of, instead of into the work. To extend the wear of the cranked tools they are commonly forged so that the point is nearly level witli the upper surface of the shaft, as in Fig. 3638 ; they then admit of being many times ground before they reach the central line, and they are ultimately ground (always at the end of the prism and obliquely) until the hook is entirely lost. This avoids such frequent recurrence to the forge lire, but i* is a departure from the right principle to allow the point to extend beyond the centre line o. 3629. 3630. 3631. 3632. 3633. - | TOOLS, TURNING. 77] The works of the lathe and planing-machine frequently present angles or rebates, chamfers, grooves' and under-cut lines, which require that the tool should be bent about in various ways, in order that their edges may retain as nearly as possible the same relations to all these surfaces, as the ordinary surfacing tools, Figs. 8631 and 3632, have to the plane a b. For instance, the shaft of the tool Fig 3631, when bent at about the angle of 46 degrees, becomes a side cutting and facing tool, as shown in plan in Fig. 3634, in elevation in Fig. 3635, and in perspective in Fig. 3636 ; and in like manner the cranked tool, Fig. 3632, when also bent as in Fig. 3634, becomes Fig. 3637, and is also adapted to work- ing into angular corners upon either face. / 3634 . 3636 . Mr. Nasmyth’s tool-gage, shown in elevation in Fig. 3638, and in plan in Fig. 3639, entirely removes the uncertainty of the angles given to these irregular bent tools ; for instance, when the shaft of the tool is laid upon the flat surface and applied to the iron cone c, whose side measures about 3° with the per- pendicular, it serves with equal truth for s, the tool for surfaces; p and/, the side-cutting tools, used also for perpendicular cuts and fillets ; and u for under-cut works. 3638 . 3639 . "1 In applying tools to lathe works of small diameters, it is necessary to be very exact, and not to place them above the centre, or they immediately rub ; and as this soon occurs with tools having so small an angle, it appears desirable to make the cone-gage for small lathe works of about twice the given angle, and to mark upon the cone a circle exactly indicative of the height of centre ; the tool can be then packed up to the centre line, with one or two .dips of sheet-iron, to be afterwards placed beneath the tool when it is fixed in the lathe-rest. In small hollow works, the most lasting or the crank-formed tools are entirely inapplicable ; indeed, so much attention is required to prevent the tool from rubbing against the interior surfaces, that the ordinary angles cannot be employed, and the cone-gage ceases to be useful, but in every other case it should be constantly resorted to ; the additional thickness a is re- quired to make it applicable to the crank-formed tools. 3640 . 3641 . I 3643 . 3642 . Fig. 3640 represents a cutter introduced in the block machinery at Portsmouth, England, to lessen the difficulty of making and restoring the tools for turning the wrought-iron pins for the sheaves ; it consists of a cylindrical wire which, from being ground off obliquely, presents an elliptical edge ; the tool is fixed in a stock of iron, terminating in an oblique hole, with a binding-screw. The tool, when used for iron, in the “pin turning lathes,” was made solid; when used for -turning the surfaces of the wooden shells, in the “shaping engine,” it was pierced with a central hole ; the latter could only facili TOOLS, TURNING. 1 1 . tate the process of sharpening without altering the character of the edge, which continued under tht same circumstances as when solid. About sixteen years back the author made for his own use a tool such as Fig. 3640, but found that with rough usage the cutter was shivered away, on account of its breadth, and he was soon led to sub- stitute for the solid cylinder a triangular cutter, the final edge of which was slightly rounded, and placed more nearly perpendicular, in a split socket with a side screw, as in Fig. 3641. The strength of the edge was greatly increased, and it became, in fact, an exact copy of the most favorable kind of tool for the lathe or planing-machine, retaining the advantage that the original form could be always kept, with the smallest expenditure of time, and without continually reforging the blade, to the manifest de- terioration of the steel from passing so frequently through the fire ; it being only requisite to grind its extremity like a common graver, and to place it so much higher in the stock as to keep the edge at all times true to the centre. A right and a left hand side-tool for angles, the former seen in Figs. 3642 and 3643, were also made; the blade and set-screw were placed at about 45°, and at a sufficient vertical angle to clear both the inside of a cylinder of three inches diameter and also to face the bottom or surface. These side-tools answered very well for cast-iron ; but Fig. 3641, the ordinary surfacing tool, is excellent for all purposes, and has been employed in many extensive establishments. The prismatic cutters admit of the usual variations of shape : sometimes two binding screws are used, and occasionally a tail screw, to receive the direct strain of the cut. When the blades are only used for cutting in the one direction, say from right to left, they may, with advantage, be ground with a double inclination ; for as all these pointed tools work laterally, the true inclination of some 60° to the narrow facet or fillet operated upon is then more strictly attained. Considerable economy results from this and several other applications, in which the cutter and its shaft are distinct parts. The small blades of steel admit of being formed with considerable ease and accuracy, and of being hardened in the most perfect manner. And when the cutters are fixed in strong bars or shafts of iron, they receive any required degree of strength, and the one shaft or carriage will serve for any successive number of blades. 'The blades are sometimes made flat, or convex in the front, and ground much thinner, to servo for soft wood ; the tools for hard wood and ivory, being more easily ground, do not call for this application of detached blades. In turning heavy works to their respective forms, a slow motion and strong pointed tools are em- ployed ; but in finishing these works with a quicker rate of motion, there is risk of putting the lathe in a slight tremor, more particularly from the small periodic shocks of the toothed wheels, which in light finishing cuts are no longer kept in close bearing as in stronger cuts. Under these circumstances, were the tools rigid and penetrative, each vibration would produce a line or scratch upon the surface, but the finishing or hanging tools, Figs. 8644 and 3645, called also spring- ing tools, which are made of various curves and degrees of strength, yield to these small accidental mo- tions. The first resembles in its angles the rest of the tools used for brass, the second those for iron ; their edges are rectdinear, and sometimes an inch wide. The width and elasticity of these finishing tools prevent their acting otherwise than as scrapers for removing the slight superficial roughness without detracting from the accuracy of form previously given. In a somewhat similar manner the broad hand flat tool, rendered elastic by its partial support, as in Fig. 3610, is frequently used for smoothing brass works, and others turned with the slide-rest. Figs. 3646 and 3641 represent a very excellent finishing tool, introduced by Mr. Clement, for planing cast and wrought iron and steel ; it resembles the cranked tools generally, but is slighter ; it is made smooth and flat upon the extremity, or rather in a very minute degree rounded. This tool is sharpened very keenly upon the oil-stone, and is used for extremely thin cuts, generally one-quarter of an inch wide, and when the corners just escape touching the work is left beautifully smooth; the edge should on no account stand in advance of the centre line. But to avoid the chatters so liable to occur in brass works, Mr. Clement prefers for that material the elastic planing-tool, Figs. 3648 and 3649 ; its edge is situated considerably behind the centre. In concluding the notice of the turning tools it may be necessary to add a few words on those used for lead, tin, zinc, copper, and their ordinary alloys. The softest of these metals, such as lead, tin, and soft pewter, may be turned with the ordinary tools for soft wood ; but for the harder metals, such as TOOL, RADIAL DRILLING. 773 zinc, and hard alloys containing much antimony, the tools resemble those used for the hard woods, and they are mostly employed dry. Copper, which is much harder and tougher, is turned with tools similar to those for wrought-iron, but in general they are sharpened a little more keenly, and water is allowed to drop upon the work to lessen the risk of dragging or tearing up the face of the copper, a metal that neither admits of being turned or filed with the ordinary facility of most others. Silver and gold, having the tenacious character of cop per, require similar turning tools, and they are generally lubricated with milk. In the above, and nearly all the metals except iron and those of equal or superior hardness, there seems a disposition to adhere, when by accident the recently removed shaving gets forcibly pressed against a recently exposed surface, (the metals at the time being chemically clean ;) this disposition to unite is nearly prevented when water or other fluid is used. Water is occasionally resorted to in turning wrought-iron and steel ; this causes the work to be left somewhat smoother, but it is not generally used, except in heavy work, as it is apt to rust the machin- ery ; oil fulfils the same end, but it is too expensive for general purposes. Cast-iron, having a crystalline structure, the shavings soon break without causing so much friction as the hard ductile metals ; cast-iron is therefore always worked dry, even when the acute edges of 60 degrees are thickened to those of 80 or 90, either from necessity, as in some of the small boring tools, or from choice on the score of durability, as in the largest boring tools and others. Brass and gun metal are also worked dry, although the turning tools are nearly rectangular, as the copper becomes so far modified by the zinc or tin, that the alloys, although much less crystalline than cast-iron, and less duc- tile than copper, yield to the turning tools very cleanly without water. But when tools with rectangular edges are used for wrought-iron and steel, on account of the greater cohesion of these materials, they must be lubricated with oil, greese, soap and water, or other matter, to prevent the metals from being torn. And the screw-cutting tools, many of which present much sur- face friction, and also rectangular or still more obtuse edges, almost invariably require oil or other unc- tuous fluids for all the metals. In the practice of metal turning the diamond point a b, Big. 2845, is occasionally used in turning hardened steel and other substances ; i f, Fig. 2845, are constantly used in engraving by machinery, and in graduating mathematical instruments. TOOL, RADIAL DRILLIISU — By Messrs. Whitworth & Co., Manchester. This is an entirely different arrangement of drilling machine from those before described. It embodies the elegant feeding apparatus introduced by the same makers, and described in the account already given of their vertical drilling machine, p. 387 ; but in that form of the machine the drilling spindle does not admit of any lat- eral motion ; it is strictly confined to the same vertical position, and in that can rise and fall at the wil.' 774 TOOL, RADIAL DRILLING. of the operator ; but in this the drill-spindle has not only the same vertical and revolving motions as ir. that form of the machine, but admits also of a lateral motion whereby it can be brought over the work into any required position within the limits of the radial arm D, on which the whole drilling apparatus is carried. The arrangement consists of a strong upright framing A A, Fig. 3650, with a sole by which it can be bolted to a stone foundation. To this is attached a vertical sliding bracket B B B, attached by dove- tailed guides. This bracket is raised and lowered at pleasure, according to the height required for the work, by means of a handle which fits on the end of the tangent-screw L ; this screw works into the tangent- wheel K, on the spindle of which is a small pinion which geers with a rack on the back of the bracket B B. The bracket is secured, when raised to its proper position, by the pinching-screw w, on the outer end of which a handle is fixed. C C is the sole of the radial arm D D. It is supported in bearings at its extremities in the vertical slide B B, and by this means can swing through an arc of 180 degrees. On this arm D D is carried movable slide, to which all the drilling apparatus is attached. 3IS5J. E is the pulley-cone by which motion is communicated to the machine. On the spindle of this cone is keyed the bevel-wheeiy, which geers with the similar wheel marked e on the vertical spindle g. This spindle is provided with a sunk-feather to allow it to slide through the eye of the wheel e when the bracket is moved vertically. On the upper end of the spindle g is keyed the bevel-wheel h, which works into another similar wheel on the end of the horizontal and hollow shaft G, which has its bearing in the boss F. This hollow shaft G has a groove-cut inside of it to receive a feather inserted into the spindle k, which passes into it, and with which it must of necessity turn by virtue of the connecting feather or key projecting from the surface of k. The other end of the spindle k has its extreme bear- ings in the slide, and has the bevel-wheel o keyed upon it ; this wheel geers with that marked n on the drill-spindle. It is therefore clear that motion being communicated to the driving pulley-cone E, it will be transferred to the bevel-pair f and e, then to the similar bevel-pair at li, and from that point through g and k to the bevel-pair o and n, the last of which is placed on the drill-spindle l with a sliding feather or key, as before explained. We have described the wheel which geers with that marked h, as being directly keyed on the hollow TOOL, PORTABLE DRILLING. 775 piece G- ; this, however, is not the case : the wheel is keyed on an independent short spindle of its own, which enters G- in F, and connects itself also by a sunk key, so that the piece G is nothing more than a coupling for this spindle with that marked k, and can moreover be slid considerably further into the boss F than is represented in the drawing, Fig. 3652. The slide is moved along the radial arm D by a crank-handle placed on the squared end of the screw v v, which passes through a nut fixed on the back of the slide in the usual manner. The slide moves along the arm in dovetail guides, as shown in the front view, Fig. 3653 ; on the upper side are the adjusting piece c and setting-screws d. As already stated, the feeding apparatus, and in fact all the drilling tackle, is identical in arrange- ment with that described on p. 387 : pp are the friction-pulleys on the same axes as the screw-wheels which geer with the screwed part r of the drill-spindle, q q are the friction-clips upon the pulleys p p, and s is the screwed rod by which the clips are brought into action. For some special purposes the radial drill affords great convenience, hut where much accuracy is re- quired it cannot be so well depended upon as the ordinary form, as it rarely possesses the requisite degree of rigidity. It may be here observed, that the merit of first introducing this description of drilling machine is due to Messrs. Benjamin Hick & Son, of Bolton. 3654. 3653. 3655. TOOL, PORTABLE DRILLING — By Nasmyth, Gaskell ° •— ISO 0 (r being the semicircumference to radius 1, or — 3-14159 ;) whence the expression of the force becomes F -|- tt 508 WARMING AND VENTILATION. When the tubes are screwed together at each end, they are proved by hydrostatic pressure, with s force equal to 3000 lbs. on the square inch of internal surface. When the tubes are properly arranged and fixed in the building, the whole apparatus is filled with water by a force-pump, and subjected to considerable pressure, before lighting the fire. In this way faulty pipes or leaky joints are detected. The tubes are joined by placing the ends within a socket, forming a right and left hand screw, the edge of one tube having been flattened, and the other sharpened ; they are then screwed so tightly together, that the sharpened edge of one pipe is indented in the flattened surface of the other. Another method of connecfing the pipes is by a cone-joint. A double cone of iron is inserted into the ends of the pipes to be joined, and is made tight by two screw-bolts, as shown in Fig. 3719. This joint is quickly made, and is very strong. 3718. 3719. 3720. The furnace varies in form and dimensions according to circumstances ; but a very common arrange- ment is shown in Fig. 3720. The size is about three and a half feet square, increasing to six feet, according to the extent of pipe connected with it. The fire occupies a small space in the centre, raised about one foot from the ground, and the fuel is supplied through the hopper-door m, at the top. The outer casing a is of common brick-work ; cc are fire-bricks, supporting the coil k ; dd reservoirs for the dust and soot, which would otherwise clog the coil ; g bearing-bars for the grate ; h the grate : the fire-door is double, and there are also doors to the ash-pit and dust reservoirs. Fig. 3721 shows the descending tube entering the fire-chamber, and passing through the bearing-bars g g of the grate h. Fig. 3722 is a section of the back well or reservoir d d, formed so as to support the coil, and to cause the soot and dust to fall to the bottom. In this arrangement of the furnace, the ignited coal is surrounded on three sides by a thickness ot nine-inch fire-brick ; the hopper-door is also placed in one of these lumps ; the coil is contained in a chamber round the fire-brick, four and a half inches wide ; the pipe enters this chamber, passing through WARMING AND VENTILATION. 309 the bearing-bars of the grate, which tends to preserve the grate from burning ; the pipe passes out from the top of the coil, at the upper part. of the chamber. The smoke passes through the chamber con- taining the pipes, and escapes through an opening at the back. The coil is in actual contact with tire fire only in front. The best fuel for this furnace is coke or Welsh hard coal, such as is not liable to clog. The furnace may be placed in a cellar, or be completely removed from the building to be warmed. The heat of the furnace can be moderated by closing the ash-pit door, and opening the furnace door, or the reservoir doors, so as to lesson the draught and admit cold air to the coil. In the apparatus erected at the British Museum for warming the print-room and the bird-room, the furnace is in a vault in the basement story, and the pipes, entering a flue, are carried up about forty feet to two pedestals, one in each room ; one containing 360 feet of pipe, and the other 400 feet. About 140 feet of pipe are employed in the flow and return pipes in the flue, and 150 feet are coiled up in the furnace. In this way, 1050 feet of pipe are employed: the apparatus is very powerful, and sup- plies the requisite amount of heat. The print-room is about 40 feet long, by 30 feet wide, and the ceiling contains large sky-lights. The temperature of 65 deg. can easily be maintained in this room during winter. The fire is lighted at 0 a. m., and is allowed to burn briskly till sufficient heat is pro- duced in the rooms, when the damper in the flue is partially closed. A slow fire is thus maintained : at 11 a. m., a fresh supply of fuel is added, and this supports the fire till 4 p. m., when all the fires at the Museum are extinguished. The above details will suffice to show the nature and application of this apparatus. It is, however, of great importance to ascertain whether this apparatus is perfectly safe, for even a doubt on the subject must be fatal to its general introduction. The average temperature of the pipes is stated to be generally about 350 deg. ; but a very material difference in temperature, amounting sometimes to 200 deg. or 300 deg., is said to occur in different parts of the apparatus, in consequence of the great resistance which the water meets with in the numerous bends and angles of this small pipe. The temperature of the coil will, of course, give the working effect of the apparatus, but the temperature of any part of the pipe will furnish data for estimating its safety ; for whatever is the temperature, and, consequently, the pressure in the coil, must be the pressure on any other part of the apparatus ; for by the law of equal pressures of fluids, an increased pressure at one part will generate an equally increased pressure at every other part of the system. A very elegant method of ascertaining the temperature* of a heated surface of iron or steel, consists in filing it bright, and then noting the color of the thin film of oxide which forms thereon, as follows : Steel becomes a very faint yellow at 430 deg. Fahr. “ pale straw-color “ 450 “ “ full yellow “ 470 “ “ brown “ 490 “ “ brown, with purple spots “ 510 “ “ purple.. “ 530 “ blue “ 550 “ “ full blue “ 560 “ “ dark blue, verging on black “ 600 “ Mr. Hood states, that in some apparatus, if that part of the pipe which is immediately above the lur nace be filed bright, the iron will become of a straw color, showing a temperature of about 450 deg. In other instances, it will become purple = about 530 deg., and, in some cases, of a full blue color = 660 deg. Now, as there is always steam in some part of the apparatus, the pressure can be calculated from the temperature, and a temperature of 450° = a pressure of 420 lbs. ou the square inch ; 630° = 900 lbs. ; and 560° = 1150 lbs. per square inch. Although these pipes are proved, at a pressure of nearly 3000 lbs. per square inch, and the force required to break a wrought-iron pipe of one inch external, and half an inch internal diameter, requires 8822 lbs. per square inch on the internal diameter, yet these calculations are taken for the cold metal. By exposing iron to long-continued heat, it loses its fibrous texture, and acquires a crystalline character, whereby its tenacity and cohesive strength are greatly weakened. In order to make this apparatus safe, Mr. Hood suggests that, instead of hermetically sealing the expansion-pipe, it should be furnished with a valve so contrived as to press with a weight of 185 lbs. on the square inch. This would prevent the temperature from rising above 350 deg. in any part : the pressure would then be nine atmospheres, which is a limit more than sufficient for any working appa- ratus where safety is of importance. But, supposing the apparatus were to burst in any part, the effects would, by no means, resemble those which accompany the explosion of a steam-boiler. One of the pipes would probably crack, and the water, under high-pressure, escaping in a jet, a portion of it would instantly be converted into steam, while that which remained as water would sink to 212 deg. This would have the effect of scalding water under ordinary circumstances, but the high-pressure steam would not scald, because its capacity for latent heat is greatly increased by its rapid expansion, on being suddenly liberated, so that instead of imparting heat, it abstracts heat from surrounding objects. The only real danger that would be likely to ensue, would be from the jet of hot water, and this must, in any case, be of trifling amount. The methods of warming most generally practised in this country are the hot-air furnaces, so called in which anthracite coal is consumed in an inclosed iron furnace, lined usually with fire-brick, and placed within a brick chamber, either double or single ; and the heated air, after being moistened by the evap- oration of water, is conveyed through the building !y tin conductors. The external air is introduced in iarge quantities, supplying the means of a continuous curren'- of fresh warm air. We give several methods now ii_ use 810 WARMING AND VENTILATION. Culver's hot-air and portable furnaces . — These furnaces are represented in the accompanying draw ings, Figs. 3723, 3724, and 3725. A, Fig. 3723, iron or brick ash-pit. B, ash-pit door. C, pot, or coal-burner, with or without soap- stone lining. D, fire-chamber. E, lower half of tubular drum. F, elliptical tubes. G, upper half of tubular drum. II, top of tubular drum. 1, cap and smoke-pipe. K, flat radiator. L, water-basin, or evaporator. M, smoke-pipe to chimney. N, conductors of hot air. O, cold-air conductor and chamber. P, feed-door. Q, hot-air chamber. It, damper in globe with rod attached. S, pendulum valve for cleaning. The arrows show the direction of the currents of hot or cold air. Fig. 3724 represents a large size portable fur- nace in outline or skeleton form, in double cover- ings of sheet-iron, tin, or zinc, with same letter references as in Fig. 3723. These portables may be used to warm stores or buildings where it is not convenient or desirable to erect brick walls, and may be placed in basements or cellars, warming the rooms in which they stand, if need be, as well as those above. They have sufficient power to warm a moderate sized building, and can be removed as easily as a common stove. Fig. 3275 represents a portable furnace with two metal coverings, with the inlets and outlets of cold and hot air, smoke-pipe, &c., w’ith evaporating pan standing upon the top of the drum. 3726. McGregor’s hot-air furnace. — Fig. 3726 is a front view of largest furnace set in mason- work. 1, feed door; 2, fire-chamber; 3, 4, and 5, hot-air pipes; 6, ash-pit door ; 7, cold-air box; 8, cylinder chamber for generating hot air. Fig. 3727 exhibits an internal view of the structure of the furnace. A C D, the course of the heat ascending into the drum, descending Aid passing off into the smoke-pipe. H, the feed-door for fuel, D, the back damper by which the fire is checked by admitting cold air into the smoke-pipe. The aim of this furnace is to exclude entirely the red and unwholesome heat made by the hot or fire chamber, in which the coal is burnt, from coming into the hot air chamber, and instead, all the heat is thrown into the large cylinder drum in the air-chamber, which is never allowed to become so heated ae WARMING AND VENTILATION. 811 to burn the air ; and into this chamber is continually allowed to pass a large volume of fresh air, and from thence into the apartments. The serious objection to furnaces has been, not that they would not produce sufficient heat, but that the air was burnt and poisoned by coming in contact with the red-hot cylinder as it passed through the hot-air chamber, which in this furnace is obviated by shutting off in a separate brick chamber all the heat thrown out from the cylinder. Walker's hot-air furnace for heating and ventilating dwellings, churches, school-houses, d'c . — Walker’s hot-air furnace is now very much in vogue, and we extract from his treatise on warming as follows : The principle of heating by hot-air furnaces is to take fresh air from outside the building, warm it, and then let it flow into the rooms as temperature and ventilation require. Thus, a pipe conducts the air from outside of the building to the air-chamber of the furnace, i. e., the space inclosed about the fur- nace ; here it is warmed, and is then conducted by pipes into the apartments, while the smoke and gas generated by the combustion of the fuel pass off by another pipe to the chimney. But if the air-chamber and the pipes leading from it are small, or if the furnace itself is so small that in order to get the heat required its surface must be kept at a high red-heat, a furnace will be found to be one of the most expensive and disagreeable modes of heating. To construct a good furnace, there- fore, several things must be considered. 1. Ventilation . — The problem is how to • secure a pleasant, genial heat, with thorough ventilation. Either of these alone may be very easily and economically obtained. Stoves of various kinds will pro- duce heat at little cost, but they afford no ventilation. Open doors and windows will produce ventila- tion, but at the expense of that warmth which health and comfort require. To make a furnace the means of ventilating an apartment does not appear to have been thought of. The uniform plan was to admit into the apartments to be warmed by the furnace but a small quantity of air, which, to produce sufficient heat, was necessarily raised to a very high temperature— intensity of heat being substituted for quantity. This was in various ways productive of bad results. The small volume of air introduced into a room from the air-chamber of the furnace was worth very little for ventilation. But the question arises, how is the requisite amount of ventilation to be secured ? What limit shall be assigned to the introduction of fresh air into an apartment which is to be heated to a given temper- ature ? The answer to this question must vary with the relative importance of economy in fuel, and of the health and comfort of the occupants of the room. The limit of the amount of ventilation must sometimes be that which can be afforded. The heating of air for this process is just so much fuel thrown away. The most economical stove is that which is placed in the room to be warmed, and the smoke of which is reduced to the temperature of the room ; if no change of air then take place, by crevices or otherwise, we have arrived at perfection in the economy of fuel. Whether it is advisable to practise such econo- my, or rather parsimony, for this is its nature, is quite another question. It is upon this principle of the non-renewal of the air and low temperature of the smoke, that air-tight stoves consume but little wood ; that the odor of the rooms warmed by them, in which several people are assembled, is offensive, and their influence upon the health injurious. In New England the winter temperature is such that the expense of heating up the air to a comfortable point is a serious item, and the temptation to economize in this respect is with some not easily resisted. If pure and healthy air be worth what it will cost, then should hot-air furnaces be so constructed as to admit freely large quantities of fresh air into the apartments. But while this object is secured, fur- naces should be so constructed also that the ample volume of air thus freely introduced shall be raised to the required temperature with the least possible expense of fuel. 2. Evaporation . — There appears to be a great ■want of information on this branch of the subject, even among those who ought to be sufficient masters of their business to know its use. Thus one man will advertise as a recommendation of his furnace, that “ a large quantity of water is evaporated, to restore to the air the oxygen taken from it by the heat of the furnace.” Another has a furnace “ so constructed that evaporation is not necessary, as it never becomes sufficiently hot to destroy the vitality of the air,” it being lined with soap-stone, or something similar. But all such statements are based upon an incorrect idea of the use of evaporation. They imply that heat destroys the vitality of the air, and that the evaporation of water will restore it, neither of which is correct. Heat without combustion does not destroy the vitality of the air ; and if it did, evaporation would not be a remedy. The necessity for evaporation arises wholly from the fact, that as the temper- ature of the air is increased, its capacity to hold and its tendency to absorb moisture are increased also. Thus a given volume of air at the temperature of 40 deg. is capable, like a sponge, of holding in suspen- sion a certain quantity of water. If now, without adding to the quantity, the temperature be raised to 65 deg., the capacity for moisture is nearly doubled ; if raised to 90 deg. it is nearly quadrupled ; and if additional moisture is not supplied by the evaporation of water, what may be termed, for convenience, the drying powers of the air will be manifested in its effects upon the wood-work of the apartments, upon the furniture, and also upon the skin and lungs of the occupants. It is impossible, therefore, to contrive a heating apparatus which shall dispense with the necessity for evaporation. The laws of nature require this expedient, to supply air at an increased temperature with the moisture which it demands. But evaporation, important as it is, must be judiciously conducted. The evaporating pan should have a large surface, and should be so arranged that the water shall never be heated to the boiling point. When water boils, steam will rise whether the air requires it or not ; but when the water is below the boiling point, evaporation proceeds in some measure according to the wants of the air. When the air is very dry the evaporation is rapid, and when moist it proceeds slowly. In a dry day a number of gal- lons will be evaporated, while in a very moist state of the atmosphere, when the same amount of heat is required, the evaporation is scarcely perceptible. If nature is consulted in arranging this department vf the furnace, the supply of moisture will always be regulated by the demand. S12 WARMING AND VENTILATION. 3. Temperature . — To keep the apartments at a comfortable temperature, well ventilated, without dust or gas, and without injury to furniture or to health by the extreme dryness of the atmosphere, in a word, to keep up a continual supply of pure, fresh, invigorating air at summer heat, is the desideratum in a hot-air furnace. To effect tins the heat must be imparted by a surface so large that no part of it wall be highly heated in obtaining the requisite temperature. The chief objections against furnace? have arisen from the fact that very small surfaces have been used, and were heated to such a degree that the innumerable particles of animal and vegetable matter that are always floating in the air were burned, rendering the air offensive and unhealthy. The air also was very highly heated, which not only made it very unpleasant, especially when it came in contact with the person before its temperature was reduced, causing headache, lassitude, and other disagreeable sensations, but also very injurious to the Dannels and other wood-work of the room, furniture, &c.. by reason of its extreme dryness. When the temperature of the air cannot be diminished ■without depositing water upon the walls of the containing vessel, or appearing as a mist, it is said to be saturated. If the temperature of saturated air be raised, it will, to the feelings, become drier, and will immediately begin to take up water which is exposed to it ; air is dry or mo>«t, not in proportion to the water it contains, but in proportion as it b more or less removed from the point of saturation. 3728. Walkers patent improved hot-air furnace, manufactured at No. S9J Leonard-street, New York, is represented in Figs. 3728 and 3729. The objects aimed at by the patentee in the construction of his hot-air furnace are — 1st. By means of one tire to produce a mild, uniform, and agreeable temperature throughout several apartments, and to warm a whole house sufficient for sleeping-rooms, or to keep plants of all kinds in the coldest weather. 3729. 2d. To avoid all dust and gas, and to keep the apartments well ventilated by means of a constant supply of fresh air from without. WARMING AND VENTILATION. 81 .: 8d. To be simple, so that any one capable of managing a stove can take care of it. 4th. To be economical in point of fuel. 5th. To be durable, so as not to require frequent or expensive repairs. The furnace is constructed of cast-iron, is placed in the cellar and inclosed in brick walls, in such a manner that there is very little heat wasted by escaping into the cellar or chimney-flue. Consequently all the fuel consumed is made available to heating the apartment ; and in no case where they have been erected, have they failed to give entire satisfaction. A, upper smoke-pipe. B, damper. C, drums, or radiators. D, feed-door. E, fire-pot, fluted. F, cold-air flues. Literal References. G, space between walls for cold air. H, hot-air flues. I, lower smoke-pipe. J, evaporating pan — 12 gallons. K, door to put in or take out the heater. L, door to remove ashes. We extract from the Journal of the Franklin Institute a report on warming and ventilating the west half of the Lunatic Asylum of Blockley Almshouse, Philadelphia, by steam : Much difficulty was experienced in the adaptation of an old edifice, not originally designed for such a system as has been adopted, and which added greatly to our labor and made it more difficult to effect our purpose. In constructing the heating chambers and necessary flues, we were obliged to cut through a system of arches, which, on account of the substantial manner in which the building was constructed, added greatly to the expense and time attending the prosecution of the work. The want of proper flues and conduits for the warmed and extracted or foul air, all of which we were obliged to construct, or alter to answer the purpose of the present arrangement; the insufficient height of the cellar ceiling for our pur- poses, and the impossibility of going any deeper on account of water, presented another serious difficulty in the great distance the steam had to be convoyed and the condensed water returned again to the boilers, being 600 feet; a greater depth would have facilitated the return of the condensed water. Running underneath the building are a number of sewers, into which the sinks are drained, conse- quently making them very foul. These made a system of ventilation very desirable, but at the same time greatly interfered with our efforts to produce a pure atmosphere throughout the building. The building itself is one very difficult to warm, on account of the great height of the ceilings, the first story being 14 feet 11 inches, the second 16 feet 4 inches, and the third 14 feet 8 inches in height. The number and large size of the windows making the glass surface equal to 3447 square feet, and the im- perfect fitting of the windows, together with the large size of the doors, and the very exposed situation of the building, render it, perhaps, more difficult to warm than any of the buildings connected with the Institution. Explanation of the figures. — Fig. 3730, plan of building, and warming and ventilating. Fig. 3731, elevation of heating chambers. Fig. 3732, longitudinal vertical section of the arrangement for warming and ventilating. Fig. 3733, plan of a part of the heating and ventilating chamber. Fig. 3734, elevation of Fig. 3733. Fig. 3731 is a plan of the west half of the Lunatic Asylum : the main building, running east and west, is 168 feet long by 69 feet wide, inside measurement, three stories high, with an attic. On each floor of the main building there is a large hall running the length of it, a stairway, kitchen, dining-room, and three large associate rooms, in each of which there is a nurse’s room, wash-room, and water-closet. The wing at right angles to the main building is 119 feet long by 46 feet wide, inside measurement, three stories high, with an attic. On each floor of the wing there is a hall running the length of it, and connected with the main building by another hall, two stairways, a nurse’s room, a bath-room, two asso- ciate rooms, and twenty cells. Great pains have been taken to procure air for the supply of the house from pure sources, and to keep it from being contaminated while in the equalizing and heating chambers under the building. The ar- rangements are such that the patients cannot interfere with them in any way ; there are no valves in any of the flues except those in the hall, nor have they been found desirable, as there is but a trifling difference in the temperature of the different parts of the house, thus avoiding the consequent annoyance from interference with them. The heating chamber A A, for warming the main building, runs along the centre of the cellar until within 23 feet of the wing, where it was found necessary to stop, on account of a sewer crossing it at right angles. For warming the halls in the main building, another chamber B is con- structed. For warming the cells and halls in the wing, the heating chamber A' runs the length of the wing at right angles to the main chamber. For warming the associate find nurse's rooms, the chambers A" A" A” are constructed. The air for supplying the main building is drawn from the garden on the south side into equalizing chambers L L L, and from thence through the small apertures OOO, Ac., in the bottom of the chamber wall, as indicated by the arrows, Fig. 3733, into the heating chamber A where it is heated, and then distributed through the flues F F F, Figs. 3732, 3733, and 3734, into the different parts of the house to be warmed. The air for supplying the cells and halls in the wing is drawn from the inclosure on the west side of the building. It is received into a shaft S sufficiently high to be beyond the reach of the patients who may be exercising in the yard, conveyed down this and through a tunnel 50 feet in length into the heating chamber A', where it is heated, and from thence distributed into the cells and halls. The associate rooms in the wing receive their supply of air from the garden, and the nurse’* room* «14 WARMING AND VENTILATION. from the yard. Their arrangements for the equalizing and heating chambers, flues, Ac., are the same as the others. The arrangements by which the heated air is introduced and the foul air extracted from the rooms, will be understood by referring to Figs. 3732, 3733, and 3734, which represent the arrangement for warming and ventilating three of the large associate rooms in the main building, which are each 47 by 44 feet. The flues F F F lead from the heating chamber A to near the ceiling in the centre of the rooms ; these supply the heated air for warming- the roo™' throwing it out in the directions as inchoated by the arrows. The foul air is drawn off by means of the foul-air flues Y V placed in the sides of the rooms, opposite to the entrance for warm air ; they open close to the floor, thus producing a downward ventilatioa Through these it is conducted to the main foul-air flue K K, Figs. 3733 and 3734 ; from thence conducted to the extracting shaft E, which is 90 feet high, fitted with a cast-iron chimney 30 inches diameter and 25 feet high, through which the smoke and gases from the fire are discharged. The extracting shaft is also fitted with a steam-jet, by means of which additional force can be given to the ventilation if it should be desirable. There is also a small furnace in the base of the shaft, so arranged as to pro- duce ventilation when the heating apparatus is not in use. The main sewer which runs under the building is so connected with the fire under the boiler that the necessary air for supplying the furnace may be drawn from it, thus creating a current of air into the sewer, and in a measure preventing the escape of fetid gases. GG, Figs. 3730 and 3731, are two cylindrical boilers, 86 inches in diameter and 40 feet long, having a capacity, together, equal to 565 cubic feet. We would here assure j t ou of the perfect safety of these WARMING AND VENTILATION. 815 boilers. They are constructed of tire best Pennsylvania iron, by experienced workmen, and are of un- usual thickness; the heads, although of cast-iron, are concave; the boilers weigh together 12,186 lbs., the great amount of water they contain, and consequently the amount of time necessary to evaporate it, makes them safe as regards explosion from the most frequent cause, the want of water ; and their proportion in relation to the fire and radiating surfaces is such that, were the safety-valves chained down, it would be impossible to generate a pressure of 100 lbs. to the square inch. With the present weight at the extreme end of the safety-valve levers, 72 lbs. pressure would raise them. The boilers will sustain a pressure of 300 lbs. to the square inch without any danger ; 30 lbs. is the greatest pressure under which the apparatus is generally worked. Plain cylinder boilers are always preferable to tubu lar boilers where there is room enough to make them sufficiently large — they can be made stronger on account of their form ; they have, also, more steam and water room. The boiler of a first-class locomo- tive of ordinary construction will generate enough steam, when the fire is in full operation, to fill the steam space in four seconds, and enough, could there none escape, to burst the boiler in about ten min- utes ; they will evaporate the water so as to become dangerous in from 30 to 60 minutes when the supply of water is stopped. 3732. 3733. The smoke and gases from the furnace are conveyed through the smoke flue D, Figs. 3730 and 3731, within the heating chamber A, until it is opposite the extracting shaft E ; from here it is conducted across and into the cast-iron chimney P, within the extracting shaft E. The smoke-flue within the heat- ing chamber A is covered with cast-iron plates, and these with clean sand. The arrangements are such that the temperature of the smoke and gases is reduced below 200 deg. Fahr. before they are permitted to escape, thus preventing any unnecessary waste of heat, and consequently of fuel. To the boilers are connected, by means of a 6-inch cast-iron main R, systems of radiating pipes li li h of wrought-iron, f inch inside diameter ; they are distributed through the different heating chambers A A' A", pen at both ends, and has an outer case at about 3 inches distance, and the whole depth of the cylin- der filled with water, which forms an annular hydraulic joint. Within this cylinder is another cylinder, 5 ft. 9 in. diameter, inclosed on the top, similar to the rising bell of a gas-holder ; the rim of this cylinder works up and down in the water contained in the annular rim just described. By this arrangement the communication with the upper and lower compartments is cut off. The working cylinder is suspended to the end of a movable beam about 10 feet long, and balanced by a weight or bob suspended at the other end, equal in weight to the movable bell, minus a sufficient WATCHMAKING. 8’dO weight to cause the bell to descend and expel the air in the lower compartment. Now, for the purpose of setting the beam in motion, it is necessary to have some movable power to overcome the friction 01 the movable parts and the air. For this purpose Dr. Arnott has adopted a single-action water-engine, having a cylinder 2 inches diameter and 12 inches stroke; to be supplied by water from a reservoir placed on the top of the building, 60 feet above the engine. A column of water of this altitude acts with a pressure of about 30 lb. on every movable square inch of the piston ; and if the piston be 2 inches diameter, it will be equal in round numbers to 3 square inches, consequently the force of the water acting on the piston will be 3 X 30 = 90 lb. ; and this is the power with which the Doctor pro- poses to work the apparatus, and as the engine is single-acting, the cylinder will require about a pint of water for every stroke. Thus, if the engine works 8 strokes per minute, it will require 8 pints of water, or 1 gallon per minute, to keep the beam moving. This engine is placed so that the connecting-rod is connected with the movable beam at 1 foot from the fulcrum ; and if the beam have a radius of 5 feet, and the working cylinder be suspended at the end of the beam, the bell will be elevated 5 feet at every stroke of the engine. When the piston has per- formed one upward stroke by the pressure of the water, the water is cut off by a slide-valve, and that which is within the cylinder is discharged into an open pipe ; consequently, the extra weight of the movable parts will cause the piston to descend, and at the same time the working cylinder will also descend. Now, if we suppose that at the commencement of the working of the apparatus the working cylinder is close down on to the fixed cylinder, the upper compartment will be filled with air, and as it rises it will displace a quantity of air equal in capacity to the cubic contents of the working cylinder, and force it out of the valves that open outwards ; and at the same time that the cylinder is rising, the space below is increasing equal in capacity to the cylinder, and a quantity of air rushes in through the valves opening inwards, and fills up the space ; and when the bell begins to descend, the lower inlet- valves close and the lower outlet-valves open, and the air that is below is forced out through the outlet- valves of the lower compartment, and at the same time the air is being admitted into the upper com- partment, as before described. By this means the action is double, and a constant stream of air is being taken in through either of the inlet-valves, and forced out through the upper or lower outlet-valves into the adjacent chamber, and thence through trunks and cases to all parts of the building. Now, it has been shown that for every stroke of the engine the working cylinder displaces a quantity of air equal to its capacity in both the bottom and upper compartments ; and as the capacity of the working cylinder is equal to 125 cubic feet, it displaces in both compartments 250 cubic feet for every upward and downward stroke of the engine, at an expense of one pint of water, descending from an altitude of 60 feet ; and if the engine works 8 strokes per minute, it will displace 2000 cubic feet of air at an expense of 8 pints, or one gallon of water, which is equal to 2,880,000 cubic feet of air displaced by the aid of 1440 gallons of water for 24 hours. These are the proportions proposed by Dr. Arnott for ventilating York Hospital. For the purpose of feeding the apparatus, pure air is brought down a shaft, the top of which is con- siderably above the top of the building, and which communicates at the bottom with the chambers be- fore described ; and if it be desired that the air be warmed, it is effected by allowing the air, as it is expelled from the chambers on its passage to the trunks, to pass between a series of hollow copper ves- sels filled with hot water. The adaptation of the water-engine which Dr. Arnott proposes to adopt is particularly desirable, as it can be worked at comparatively little expense, and the water, after it has done its work in the en- gine, may be used for domestic purposes. It will also be seen that by this apparatus the whole of the air forced in for ventilation can be accurately measured if a counter be attached to the engine to show the number of strokes the engine has performed during the day. Literal references. — Similar letters refer to similar parts in each figure. A is a fixed cylinder, open at both ends with outer case a, filled with water, forming an annular hy- draulic joint. B, working cylinder inclosed on the top and open at the bottom ; the rim works up and down in the hydraulic joint a. C C', upper and lower chambers, with inlet-valves i v opening inwards to take in the air from the ex- ternal air-shaft E ; and outlet-valves o v opening outwards to convey the air to the shaft D, and thence to the building through the trunk T. F, furnace-room, in which is placed the boiler with four square fire-boxes////, to heat the water for supplying the copper cells g, when it is required to warm the air as it is being forced into the building ; there are several of these copper heating cells placed side by side, with narrow spaces between for the air to pass through. H, a water-engine, acted on by a column of water on one side of the piston, which is brought by a pipe h from a cistern placed on the roof 60 feet above ; j is an air-vessel to prevent concussion by cut- ting off the water suddenly ; k, geer for opening and shutting the eduction and induction valves ; l, pis- ton and connecting-rod. K, balance-beam ; at one end is fixed a chain to suspend the working cylinder, and at the other end is another chain to suspend a balance-weight m. WATCHMAKING, or Horology — the construction of instruments for the measurement of time. The most satisfactory of the ancient instruments for the measurement of time, was the Clepsydra or water-clock ; in which the hours were indicated by marks upon the side of a vessel filled with water, from whose bottom a small stream was allowed to flow out. As the water in the vessel ran off, its surface sank ; and its height, as shown by the marks, indicated the time that had elapsed. It was soon found that the water does not run from such an orifice with a regular velocity ; for, when the vessel is full, the pressure of the fluid is much greater than when it is nearly empty, and its flow will be pro- portionally faster. WATCHMAKING. 821 The simplest mode of overcoming the difficulty, arising from the unequal flow of water through an orifice in the bottom of a vessel, is shown in Fig. 3*740. This clepsydra consists of a cylinder of glass, furnished with a float a , which carries the siphon h. When this siphon has been once filled with water, the fluid will run out at the cock c, until the whole water in the vessel has been drawn off. The rate at which the water is discharged may be regulated by the cock c ; and as, by the connection of the siphon with the float, the mouth of the pipe is always at the same distance below the surface of the water, the quantity will always be the same, whatever be the height of the fluid in the vessel ; and a scale d, on its side, divided into equal parts, will always indicate, by the place of the float, the lapse of equal intervals of time. All these instruments, however, were but rude attempts to effect that which is at present accomplished far more perfectly by other means. By the combination of wheel-work (acting upon principles already described) with the pendulum, the laws of whose vibration have also been explained, clocks rre now constructed, which indicate the passage of time with a degree of accuracy which it would have been thought but a short time since quite impossible to attain. It is to these in- struments that the term Clock is- now restricted. A watch is a portable instru- ment, in which the same mechanism is employed as in the clock, but in which, instead of a pendulum, there is a balance-wheel, whose vibrations are regulated by a spring. Any clocks or watches might be termed chronometers or time-measurers ; but this name is now appropriated to those which are constructed with the utmost attention to the perfection of every part, and with means for compensating certain errors to which they are liable. The most perfect clocks are those constructed for astronomical observations, in which the greatest possible accuracy is required ; and hence these are ordinarily termed astronomical clocks. It must be borne in mind, however, that these differ from ordinary clocks in no essential particular; though their appearance is often puzzling to those who see them for the first time, in consequence of the hour and minute hands being fixed on distinct centres, and pointing to different circles, instead of revolving about the same centre, and point- ing to the same circle, as in ordinary clocks. Again, the most perfect watches are those constructed for the purposes of navigation, to which they give the most important assistance ; and these, being much larger than ordinary watches, though constructed on the same principle, are distinguished as ma- rine chronometers. General principles — Moving and regulating powers. — The object of clock-work is to maintain the os- cillations of a pendulum, by continually communicating to it a slight additional impulse ; and, at the same time, to register the number of these oscillations, so as to indicate the passage of time. In order to effect these purposes, a train of wheels and pinions is put in motion by a power acting on the first of them, whilst the last is connected with the pendulum by a peculiar contrivance, termed the escape- ment. In clocks which are to remain stationary, and in which a saving of room is no object, the moving power is a weight, which is suspended by a string coiled round a drum or barrel ; this drum carries the first wheel of the clock, and imparts to the train the movement it derives from the gradual descent of the weight. If the whole of this force acted on the wheel-work alone, which it would do if the es- capement were taken off, the weight would run down comparatively fast, and the train would be caused to move with great rapidity. But a part of it is expended in keeping up the vibrations of the pendu- lum ; and the connection of this with the wheel work is such, that not a tooth of the latter can advance, unless permitted to do so by the swing of the pendulum. Hence a clock will not go, even when wound up, unless the pendulum be set in motion ; but when its vibrations have once commenced, they will continue until the string has been unwound from the barrel by the descent of the weight. In “ winding up" the clock, we raise the weight by again coiling its string round the barrel ; and thus communicate (as it were) to the machine a power which will keep it in action for a certain limited time. It would not be difficult to extend that time, to any desired amount, by adding to the number of wheels. Ordi- nary watches, and the commonest kinds of clocks, require to be wound up every day ; chronometers for ships, and house-clocks, are commonly made to go without winding for a week ; many clocks have been constructed which only required winding once a month ; and a few have been made to go for a year. It will be easily understood, upon the principle of the wheel and pinion, that the greater the multiplication of velocity, the greater will be the sacrifice of power ; so that, the longer a clock is made to go — or, in other words, the more slowly its weight is made to descend — the greater must be the power required to produce the same effect ; and the weight must therefore be increased in the same proportion. In small portable clocks, however, and in watches and chronometers, a weight cannot be thus em- ployed ; and motion is given to the wheel-work by means of a spring, made of elastic steel, and coiled in a spiral. One end is secured to a fixed point ; and the other, in the effort to uncoil itself, will carry round any thing to which it may be attached. Now it is easy to understand, that a spiral spring, in uncoiling itself after having been tightly wound, exercises a much greater degree of force than it will do when it has become slackened ; and therefore, if the spring were immediately connected with the wheel-work, the impulse which it would give to the train would be much greater at the beginning than at the end of the action. An attempt has been made, in France, to correct this inequality, by making a variation of strength in different parts of the spring itself, so that it shall unwind with equal force, whether it be tight or slack ; and if this can be effected, the spring may be made to act at once upon the first wheel of the train, as shown in Fig. 3746, where O P is the spring, of which the outer end 0 is fixed, so that the inner end, being fixed on the axis or spindle of the wheel N, carries this round in its effort to uncoil itself. But it is found impossible to make such a correction with sufficient accuracy ; and a different method is generally adopted. The spring is inclosed within a hollow barrel or drum, to which its outer end is attached ; and the 37 4C 822 WATCHMAKING. 3741. inner or central end of the spring is attached to a fixed axle. Hence, when the spring has been coiled up, its elasticity will carry round the barrel, in its attempt to uncoil itself. The barrel, in turning round, pulls a chain, which was previously coiled round a conical axle, which is termed the fusee. This axle carries along with it the first wheel of the train. In winding up the watch, we coil the chain round the fusee, and draw it off from the barrel ; by which action the spring within the barrel is coiled up and its power becomes very strong. In attempting to uncoil itself, it pulls the chain, which now acts upon the small part of the fusee. When it has gradually uncoiled itself, the power of the spring is weakened ; but by this time nearly the whole of the chain is coiled upon the barrel, having been unwound from the fusee ; and its pull or strain acts upon the large part of the fusee. Now upon the principles stated in a former part of this work, the more distant the point to which a force is applied from the central axis, the greater will be its power of giving the required motion. When the spring is acting most strongly, therefore, its power is applied at a far less mechanical advantage than when its power is nearly exhausted ; and thus its action on the spindle of the fusee is equalized, so that from a variable power it is made to become nearly as regular as that produced by the descent of a weight. The contrivance by which, in winding up a clock or watch, we can turn the fusee without influencing the wheel- work, is shown in Fig. 3742. The first wheel is hol- lowed out to receive the small ratchet-wheel d, of which the teeth are so cut as to slant on one side, but to be upright in the other. In the same hollow, there is a movable click or ratchet b, which is pressed down by the spring c. Now if the ratchet-wheel be turned in the direction of the slanting sides of its teeth (that is, from left to right in the accompanying figure) it will not carry the large wheel with it ; fur the ratchet will be lifted by the inclined side of each tooth, and will consequently pass over them all. But if the ratchet-wheel be made to turn in the contrary direction, it will carry the large wheel with it ; for the upright side of the tooth will be caught by the ratchet ; so that any force applied to the ratchet-wheel will act upon the ratchet, and consequently upon the large wheel with which it is connected. Now the fusee is attached to the ratchet-wheel; and hence, when the fusee is being drawn by the chain in the direction last mentioned, it carries round the large wheel with it, and gives motion to the whole train ; whilst, if the fusee be turned in the contrary direction, as it is by the key in the act of winding, the teeth of the ratchet-wheel lift the ratchet, and there is no motion given to the large wheel. The same contrivance is applied in clocks, to the drum round which is coiled the string that suspends the weight. In the better class of time-keepers, whether clocks or watches, there is another contrivance introduced into the fusee, by which the train of wheels is kept in motion during the time when the weight or spring is being wound up ; so that the inaccuracy that would be tfnerwise occasioned by the stoppage of the movement (which any one may observe, who notices the *econd-hand of an ordinary clock or watch, whilst it is being wound up) is prevented. This contrivance is termed the maintaining power or going-fusee. Having now considered the moving power, by which the train of wheels is kept in action, we shall examine the regulating power, by which its action is controlled. This, in all clocks now constructed, is the pendulum ; whilst in watches and chronometeus, it is a wheel termed the balance. The balance of a watch serves the same purpose as the pendulum, having the advantage of occupying much less space, and of acting equally well in almost any position. It consists of a wheel, having an axle which ter- minates in two very fine pivots, and so exactly balanced, as to be capable of being moved with a very small impulse in either direction. To the axle, however, is attached one end of a very delicate spiral spring ; of which the other end is attached to the frame-work of the watch, as shown in Fig. 3747. Now the action of this spring is like that of any other elastic body ; it will produce a certain degree of re- sistance to any change of position of the balance ; and the greater the alteration of its place, the greater will be the resistance, until at last the force which set the balance in motion is overcome by it, and the rotation ceases. But the spring has been so much displaced, that it tends to bring the balance back to its original position, with a gradually increasing rapidity ; and when it has arrived there, the force which it has acquired will carry it as far on the other side. Again this force is resisted by the spring, and again will this bring back the balance to its former position. Thus a balance, provided with a spring that possesses perfect elasticity, and uninfluenced either by friction or the resistance of the air, would go on vibrating backwards and forwards without cessation. But three retarding influences really act upon it — want of perfect elasticity in the spring, so that each reacting force is somewhat less than the force which acted on it ; friction of the pivots ; and resistance of the air. Hence, in order to keep up these vibrations, it is necessary that a slight additional impulse should be continually given to the balance, as to the pendulum. When a balance is well constructed, its vibrations become almost perfectly isochronous, whether the space through which it moves be long or short ; hence it is not much affected by moderate differences in the strength of the impulses given to it by the moving power, and in this respect has even advantages over the pendulum. It is found advan- tageous to construct the balance-spring of the best chronometers not in the form of a flat spiral, like that of the common watch, shown in Fig. 3747, but in that of a helix or cork-screw, as shown in Fig. 3743. And the balance itself is not a complete wheel, but is made in a peculiar 3 ~ 4 3. form, which will be described hereafter, for the purpose of compensating the influence of L _j=hi heat or cold upon the spring. The time occupied by each vibration of the balance depends upon the strength of the spring — other things being supposed equal; and the strength is in- fluenced by the length. A short spring, of equal thickness with a long one, is very much 'w more elastic; hence, by shortening the balance-spring, we increase its elastic force ; whilst by lengthening it, we diminish that force. The greater the elastic force, the shorter will be the vibra- tions of the balance, and the less will be the time occupied by each of them ; consequently the time- WATCHMAKING. 828 piece will gain when the spring is shortened, and will lose when its length is increased. It is by slightly altering the length of this spring that a time-keeper is regulated, so as to go faster or slowe’ than before. The contrivance by which the pendulum or the balance is connected with the moving power, is termed the escapement. The simplest form of this is represented in Fig. 8714. Let xy be the axis on which the balance turns, or from which the pendulum is suspended ; projecting from it in different directions are two leaves c and d, which are termed pallets. At fb is seen a crown-wheel, turning on a perpendicular axis oe; its teeth are cut like those of a saw ; and the direction of its move- ment is from right to left, — that is, / moves towards b, whilst on the further side i moves towards a, and a comes gradually round to f. This wheel, termed the balance-wheel, is connected with the rest of the movement by the pinion on its axis, as will be shown hereafter. The pallets are so placed, with regard to the teeth of this wheel, that, as the axle turns from one side to the other by the swinging of the pen- dulum or the vibrations of the balance, the teeth are permitted to escape alternately from each of them, and thus the wheel turns round with an interrupted motion. In the figure, the pendulum or balance is represented as at the extremity of its excursion towards the right, and the movement of the axis has just allowed the tooth a to escape from the pallet c ; whilst at the same time the tooth b is just about to fall on the pallet d. Now, whilst the pendulum or balance is moving to the left, that is, from p to g, the tooth b still presses against the pallet d, and is prevented by it from moving further on, until the pallet has changed its position so far towards the left, as to allow the tooth to escape from it. During all the time that the tooth is pressing against the pallet, the balance-wheel is communicating to the pendulum or balance, through its means, a part of the power by which it is itself moved ; and thus supplies the im- pulse required to keep its vibrations up to the proper extent. When the tooth b has escaped from d, the tooth i, on the other side of the wheel, will drop against the other pallet c; and will remain press- ing against it, in like manner, until the return of the pendulum or balance to the position represented in the figure lifts the pallet c sufficiently to allow the tooth i to escape from beneath it, as a had pre- viously done. In this manner, then, the wheel is allowed to advance by an interval of half a tooth at each vibration of the pendulum or balance; and thus, if the wheel have 15 teeth, and the pendulum vibrate seconds, it will make one revolution in half a minute.* This escapefnent was in use long before either the pendulum or balance-spring was applied to the regulation of time-keepers. The escapement first used to connect the pendulum with the clock, precisely resembled that which has just been described. The axis of the crown-wheel was vertical, as in Fig. 3744 ; and the pendulum was attached to the horizontal axis x y. In fact, there was no essential variation from that representa- tion, except that, instead of a cross-bar with weights p and q at either end, the lower portion only, x p, was left, to serve as a pendulum. It was found, however, that the extensive vibrations which a pen- dulum must make when so hung were injurious to the regular going of the clock ; and various contriv- ances have been devised to prevent this source of error, by constructing the escapement in such a man- ner that the pendulum shall make shorter vibrations. These have completely superseded the use of this original escapement (termed the crown-wheel and verge ) in clock-work ; but it is stdl used in watches, where, indeed, it is an object to make the vibrations of the balance as extensive as possible. All ordinary watches are constructed upon this plan ; and they are distinguished as vertical watches, because the last crown-wheel has a vertical or upright position, as seen in Fig. 3745. The first watches that were made were as imperfect as the early clocks ; and differed only from them in being made upon a smaller scale, and in the use of a spring instead of a weight, as the moving power. They had only an hour-hand ; and most of them required winding twice a day. The invention of the spiral balance-spring followed the application of the pendulum to the clock, at no long interval ; and thus both machines were made to receive the greatest possible improvement in the principles of their construction, at a very short interval. The honor of this invention is claimed by Huyghens, the A’obe Hautefeuille, a Frenchman, and Dr. Hooke. There can be little doubt that it is really due to the last of these ; for he was able to produce proof that he had employed the balance-spring, and had applied for a patent for his invention, in the year 1658 ; whilst the claim of Huyghenswas not made until 1674. Construction of ordinary watches and clocks . — The general construction of an ordinary watch will now be explained. That of a clock is precisely the same, whether it be large or small ; with the ex- ception of the substitution of a weight and barrel for the mainspring and fusee. On opening an ordi- nary watch-case, we see that the wheel-work is for the most part contained between two round plates, which are connected together by pillars. One of these plates is attached to the dial ; but there is a thin space between them, which is occupied by the wheel-work that connects the motion of the hour and minute hands. On the other plate is a raised portion, beneath which the balance works. A general view of the work of a common watch, as seen from the side, is shown in Fig. 3745. For convenience of display, the parts are all arranged in one line, instead of being disposed in a circle at they really are ; and, in order to make them more distinguishable, the distance of the two plates, be- tween which most of the work is contained, is much increased ; as is also the space between the upper 3744. * A crown-wheel of this kind must always have an odd number of teeth ; else the teeth on the opposite sides would norae against the pallets at the same time. 824 WATCHMAKING. plate and the dial, which really lie close together. The balance is seen at A ; and on its axis or spindle are the two pallets p p, which together constitute what is termed the verge. At C is seen the balance-wheel, the teeth of which resemble those of a saw. By the vibrations of the balance, the teeth of this wheel are per- mitted to escape from each of the pallets alternately, as already explained. On the axis of the bal- ance-wheel is a pinion d, which is driven round by the crown-wheel K. This wheel is termed by watch- makers the contrate-wheel. On the axis of this last is a pinion c which works into the third-wheel L; and the axis of the third-wheel is another pinion b which works into the wheel M, termed the centre- wheel, from its position in the centre of the watch, (see Fig. 3746, e.) The axle of this wheel passes up through the centre of the dial, and carries the minute-hand; making one complete revolution in an hour. Upon this axle is placed the pinion a which works in the great-wheel N. This wheel is acted on by the mainspring, which is either fixed upon its own axis, as represented at 0 P in this figure, or is contained within a barrel or circular box, which acts by means of a chain upon the f usee which carries the great-wheel, as already explained. Upon the axis of the centre-wheel, between the upper plate and the dial, is fixed the pinion Q; and this drives the wheel T. Upon the spindle of this wheel is a pinion g which works into the wheel Y. The axis of this last wheel is hollow, so as to allow the axis of the centre-wheel to pass up through it ; and upon this hollow spindle the hour-hand is fixed. Z~io. It ! s seen, then, that in the watch, as in the clock, the moving power acts on a wheel which drives a pinijn ; that this pinion carries on its axis awheel, which drives another pinion carrying another wheel ; and so on. Hence there is a continual increase of velocity, and at the same time a loss of power. The revolution of the balance-wheel c is very rapid in proportion to that of the great-wheel N, but its force is less in the same proportion ; so that the slightest interruption (such as a thickening of the oil on the teeth and pivots) is sufficient to check the movement of the former, whilst the power of the latter, com- municated to it by the spring, is sufficient to overcome a considerable resistance. Many different trains may be adopted, to give the required proportions between the times of revolu- tion of the several wheels ; since their rates depend not upon their absolute number of teeth, but upon the proportion between the teeth of the wheels and the leaves of the pinions. The centre-wheel must, of course, make one revolution in an hour ; the balance-wheel is generally made to turn 94 times in a minute ; whilst the great-wheel makes one revolution in about four hours ; so that, if the spring can turn it seven times round, the watch will go for 28 hours. The following is the train (or arrangement of the number of teeth in the wheels and joinions) usually adopted in common watches. The great- wheel N has 48 teeth, and the pinion a into which it works has 12 teeth ; consequently this pinion will make four revolutions whilst the wheel revolves once ; and if the great-wheel turn round in four hours, the centre-wheel will make one revolution every hour. The centre-wheel M has 54 teeth, and the pinion b has 6 leaves ; so that it, together with the third-wheel, turns round nine times, whilst the centre-wheel revolves once, and hence makes nine revolutions in an hour. The third-wheel L has 48 teeth, and the pinion c has 6 leaves, so that the velocity is again multiplied by 8 ; and the contrate-wheel which is on the axis of the pinion c will make (8X9) 72 turns in an hour. The contrate-wheel K also has 48 teeth, and the pinion d into which it works has 6 teeth, so that a further multiplication of velocity takes place, to the amount of 8 times ; and the balance-wheel C, which is carried round by the pinion d, turns (72X8) 576 times in an hour, or about 9-J times in a minute. The balance-wheel 0 has 15 teeth, and naif of one of these escapes with every turn of the balance ; hence there are about (94X15X2) 305 impulses given to the balance in a minute, so that each of its vibrations occupies 60-305th parts, or about l-5th of a second. It is often an object, however, to cause the fourth or contrate wheel to revolve exactly once in a minute ; so that its spindle may carry a hand which shall indicate seconds on the dial. This may be done by making the balance perform exactly five beats in a second, and by giving 15 teeth to the bal- ance-wheel, 6 leaves to its pinion, and 60 teeth to the contrate-wheel. The contrate-wheel, in turning once round, causes the balance-wheel to revolve 10 times ; and hence the number of escapes its teeth will make is (10X15X2) 300 in a minute, or one in every fifth part of a second. Or the balance may be adjusted to beat nine times in two seconds ; and then the number of teeth in the contrate-wheel must be nine times that of the pinion it turns — that is, 54 to 6, or 63 to 7. Or the number of beats may be four in a second ; and for this arrangement the contrate-wheel must have eight times the number of teeth in the pinion it turns — that is, 48 to 6, or 54 to 7. When the contrate-wheel is to be thus made to turn 60 times in an hour, instead of 72, (as in the ordinary train,) the number of teeth in the centre- wheel and third-wheel, and the number of leaves in the pinions they tun}, must be regulated accord- WATCHMAKING. 825 ingly. The usual plan is to give the centre-wheel 64; teeth, and to the pinion it turns 8 leaves ; so that this pinion, carrying with it the third-wheel, revolves eight times for each turn of the centre-wheel The third-wheel, having 60 teeth, works into a pinion of 8 leaves ; and this last, carrying the contrate- wheel, turns 7-J times for each revolution of the third-wheel. Hence the contrate-wheel turns (8X7T) 60 times for each revolution of the centre-wheel ; and as the latter makes one revolution in an hour, so does the former complete one in each minute. 3746. 3747. llm mode in which the parts of a watch are actually arranged is shown in ? r. 3746, representing the interior of a watch, from which one of the plates has been removed, seen from above. Here a is the barrel, containing the mainspring coiled within it. By the elasticity of this, the barrel is made gradu- ally to wind upon itself the chain b, which was previously coiled around the fusee, and thus to give mo- tion to that fusee, which carries round with it the great- wheel c. The pinion turned by the great-wheel is seen at d ; and this carries on its axis the centre-wheel e. It is the spindle of this wheel which, pro- longed through the dial, carries the minute-hand. The wheel e turns the pinion f which carries round the third-wheel g; and this works into the pinion (which cannot be shown is this view) that carries round the contrate-wheel h. This wheel turns the pinion i, which carries round the balance-wheel- k. The balance itself and the verge are supposed to have been removed with the upper plate, which is shown separately in Fig. 3747. This gives a view of the back of the works of an ordinary watch, as seen when the case is opened. The balance is seen at p ; its spiral spring is shown by s ; and the end of this is fixed at t. In order to regulate the length of this spring, so as to bring the vibrations of the balance precisely to their required number in a minute, there is a movable piece, marked o, through a slit in which the balance-spring passes. This piece (which is termed the curb) can be made to travel towards one side or the other, by means of a wheel acted on by the circular scale r, to which the key is applied for the purpose of regulating the watch. The position of the curb o determines the acting length of the balance-spring, since the part between o and t is cut off, as it were, from the rest. Hence, if the curb be moved towards t, the acting length of the spring is increased •, whilst, if it be moved away from t, the spring is shortened. The effect of this alteration has been already explained. At q is seen the square end of the spindle of the fusee, to which the key is applied for wind- ing the chain off the barrel. In Fig. 3748 is shown the work which lies between the dial and the plate on which it rests, having for its object to give motion to the hour-band. The wheel x is turned by a pinion on the axis of the centre-wheel, concealed in this figure by the wheel v, but shown at Q in Fig. 3745. The wheel x carries round with it the pinion w, which gives motion to the wheel v ; and on the hollow spindle of this last the hour-hand is fixed. The number of teeth in these wheels and pinions must be so proportioned, therefore, that the wheel v shall turn round with only l-12th of the velocity of the central axis. Thus, suppose the centre-pinion to have 15 teeth, and the wheel x to have 60 teeth, the latter will only revolve once whilst the former revolves four times. Again, if the pinion w have 20 teeth, and the wheel v have 60 teeth, the wheel v will turn round once whilst the pinion w revolves three times, and the central pinion (3X4) 12 times. It is not exactly correct to say, however, that the central pinion and the minute-hand are fixed upon the spindle of the centre-wheel ; for if they were, the hands could not be moved without turning the centre-wheel, and we should not be able to set them, without disturbing the whole movement of the vratch. I here is a very simple provision for permitting this to be done. The pinion and minute-hand are fixed, not to the axis of the centre-wheel, but to a hollow spindle which is fitted upon this, and car- ried round by friction, so long as there is no opposing resistance. When we set the watch, however, the central axis remains unmoved, and we merely turn round the hollow spindle which carries the minute- hand and the pinion. This pinion acts upon the wheel x, which, through the pinion w and the wheel y, turns the hour-hand one-twelfth of the amount that the minute-hand has been moved ; and thus the two are always made to turn conformably to each other whether they be carried round bv the going of thy 3748. 820 WATCHMAKING. watch, or by the action of the key in setting it. If the face of any ordinary watch 1 e examined, thert will be seen a small round spindle projecting in the centre. This is the spindle of the centre-wheel Inclosing this is the first hollow spindle, which carries the minute-hand, and which is squared at the top to receive the key ; and this is again inclosed in a second hollow spindle, to which the hour-hand is atl ached. These are seen in Fig.- 37-15. Precisely the same means are adopted to connect the motion of the two hands in ordinary clocks ; but where great accuracy is required, as in clocks used for astro- nomical observations, it is desirable to avoid unnecessary friction as completely as possible. This is done by making the hour-hand turn on a different centre from the minute-hand ; and the former receives its motion from the latter, by means of a wheel containing 12 times as many teeth as the pinion which turns it, and therefore making its revolution in 12 times the period. In astronomical clocks, however, the hour-circle is not unfrequently divided into 21 parts, instead of 12; and the hand requires a whole day and night to traverse it. The object of this is to avoid any mistake, arising from the same numbers being repeated twice between noon and noon, or midnight and midnight. Some clocks have been con- structed, especially at Venice, to strike all the numbers, from 1 to 21 ; but in this there can be no ad- vantage. The mechanism of a portable, eight-day clock is represented in Fig. 3719. Of the two barrels, fusees, and trains of wheel-work here seen, the one on the right-hand side alone has for its office the measurement of time. The other is called the striking-train, and its office will he separately considered. The works are arranged, as in the watch, between the plates, in which are holes for the pivots of the axles of the various wheels, .« fixed into the stud D ; for the head of this screw acts as a stop to the lever, and prevents it from S30 WATCHMAKING. moving further towards the right than the place in which it is seen. At the other end of the lever is an extremely delicate springy), which extends a little beyond the extremity of the detent. In the mid- dle of the lever is the pin o, which serves to stop the teeth of the scape-wheel, when the detent is in the position represented in Fig. 3757, which is that of repose. The following is the mode in which these parts act upon one another. The tooth 5 of the scape- wheel is seen to be resting against the pin o ; whilst the tooth 1 is nearly ready to advance and strike the ruby face of the main-pallet BBB, but is prevented from doing so by this locking of the wheel. The balance, however, being in motion from right to left, (by the elasticity of its spring,) carries round with it the lifting-pallet q , the projection on which acts against the end of the lifting-spring ; and this spring, pressing against the end of the detent E E, raises it a little from its place, towards D, so as to withdraw the pin o from the point of the tooth 5. The wheel being thus unlocked, the tooth 1 strikes against the ruby face of the main-pallet, and gives the balance an impulse, which increases the extent of its vibration. Before the tooth has entirely escaped, however, from the ruby face, the lifting-pallet q lias completely passed the point of the lifting-spring p ; so that the detent is at liberty to fall back into its place, which it is caused to do by the spring at its fixed end. Hence, by the time that the tooth 1 has escaped from the main-pallet, the pin o will be in a position to check the next tooth 6, which ad- vances against it ; and the whole train of wheels, therefore, again comes to repose. The balance, hav- ing completed its vibration forwards, begins to return, by the elasticity of its spiral spring. In this return, the lifting-pallet q has again to pass the end of the lifting-spring p ; but it now merely separates this from the end of the detent, and does not move the detent itself. The locking of the scape-wheel still continues, therefore, until the balance has completed its return vibration, and again begins to move forwards; the lifting-pallet will then again raise the detent and set free the scape-wheel; the balance will receive a fresh impulse from the action of the teeth upon the ruby face of the main-pallet ; and the detent will again lock the wheel, as soon as the tooth has escaped. All this complex action, which occupies so long in the description, is really repeated in every half-second, — that being the time in which the balance is usually made to perform its double vibration. Compensation balance. — It is essential to the accurate going of a chronometer, that it should be fur- nished with some means of compensating the action of heat or cold upon the balance-spring, analogous to those by which compensation is made for the effect of change of temperature upon the pendulum. This is here also effected, by taking advantage of the unequal expansion of different metals ; so that the change produced in the length of the spring may be antagonized by a change in the form of the balance, producing a variation in the amount of force necessary to move it. From what has been formerly stated of the principles of the lever, and wheel, and axle, it is evident that, the nearer the chief weight of the balance is disposed to the centre of motion, the less amount of force will be required to turn it. Consequently if — when the action of heat upon the balance-spring has weakened it, by in- creasing its length — the same action can be made to cause the weight which the spring has to move to approach nearer the centre, a perfect compensation may be effected. In the same manner, the spring being shortened by cold, and thereby rendered more powerful, the weight ought to be carried further from the centre, so as to require a greater moving power. These objects are accomplished by the compensation balances represented in Figs. 3758 and 3759. The principle of both is the same ; and the only difference consists in this, that the necessary weight is given in Fig. 3759 by a single piece W on each arm of the balance ; whilst in Fig. 3758 it is distributed among the four screws 1, 2, 3, 4, which are inserted into each arm. These balances are not made in the 3758. 3759. 37C0. form of a complete wheel ; but are composed of the cross-bar A B attached to the axis, and of the two circular arms carried by its ends. Each of these circular arms is a compound bar of brass and steel, the brass being on the outside. As brass expands by heat much more than steel, the effect of a rise of temperature is to cause the curvature of the bars to increase, so that their ends a a curl in, as it were, towards the cross-piece A B, carrying inwards the weights W W, Fig. 3759, or the screws 1, 2, 3, 4, Fig. 3758 ; hence the balance will be more easily made to revolve, and the weakened action of the spring will be compensated. On the other hand, the effect of cold will be to make the brass contract more than the steel, and thus to diminish the curve of the circular bars, rendering them straighter, so as to increase the distance of the weights from the centre, and thereby to increase the power requisite to move them ; thus counterbalancing the increased power given to the spring by its own contraction. There is much difficulty in exactly adjusting this compensation to the error it is desired to correct. It may be that it is too great ; in which case the chronometer will gain by heat and lose by cold. This is corrected by shifting the weights ~W W, Fig. 3759, towards a part of the circular bars nearer to their attachment, so that they may be less influenced by the alteration of the curvature of the bars ; and the same result is obtained in the other form of the balance, Fig. 3758, by drawing out the screws 4,4, and WATCHMAKING. 831 screwing in 1 , 1 . On the other hand, if the compensation be not sufficient, the weights must be shifted towards the ends a a oi the circular bars, so as to be more altered in place, when the curvature of the bars is changed by an alteration of temperature. The screws C 0 are obviously not affected by these changes of curvature, since (liey pass into the ends of the straight bar A B ; but the effect of screwing them in or drawing them out, is to alter the rate at which the balance will vibrate ; for if the moving power remain the same, and a portion of the weight be carried to a greater distance from the centre — as it is by partly drawing out the screws C C — the vibrations will be rendered slower ; and the contrary effect will be produced by screwing them in. Now in finally adjusting a chronometer, it is found unde- sirable to alter the length of the balance-spring, after the point has once been ascertained at which its vibrations are isochronous, or nearly so. Hence, in order to bring it to the proper rate, it is found ad- vantageous to make it go faster or slower as required by slightly altering these screws, which are hence called, to distinguish them from the others, mean-time screws. The chronometer . — Fig. 3760 shows the balance-wheel of a chronometer; a is the balance-spring, the elastic force of which, when wound up by the motive power, acting through the escapement, into a state of tension, gives motion to the balance h. The elastic force of this balance-spring varies by change of temperature, producing an error of six minutes in twenty-four hours in the time indicated by the chro- nometer, for 68° of Fahrenheit. This irregularity is corrected by the balance b varying its diameter, much in the same manner as the balls of a steam-engine govern that machine ; with this exception, that while the balls of a steam-engine act by gravity and centrifugal force, the effect is here mechanically produced from the different metals (brass and steel) expanding and contracting differently under a change of temperature, thus varying the diameter, and consequently the inertia of the balance in ac- cordance therewith. It must be recollected that no chronometer can keep a uniform rate unless the tension of the balance-spring has an invariable ratio to the inertia. Heat renders the balance-spring a weaker, while the inertia of the compensation balance b is de- creased, thus compensating the loss occasioned by the relaxation of the spring. The compensation balance, by which the error is compensated, may be thus explained : The compen- sation, as already observed, is produced by the variation in the diameter of the circle b. The internal part of the rim c is of steel, while the external part d is of brass ; these are united by heat, causing a partial fusion of the brass, and consequent union with the steel. The degree of expansion of these metals upon application of the same degree of heat varies ; the brass expands more than the steel, and as it cannot release itself from this, so neither has it the power of expanding itself in length, being re- strained by the steel : consequently an increase of curvature is produced by the brass forcing the steel to change its original circular form, the inertia or power of the compensation balance hence varies, and compensates for the loss or gain in the balance-spring occasioned by a change of temperature. The rim of the balance is cut open at e, to admit of this variation in its form; the screws/ can be inserted in any of the holes g, and according to their position in one or the other, these screws are moved more or less in towards the centre by the increase of curvature of the rim before mentioned, thus contributing to vary the inertia of the balance in a small degree, but admitting of original adjustment for this purpose — giving that finish to the principle of this contrivance on which the exquisite accuracy of the chronometer in great measure depends. This principle of compensation is the same in all watches to which a compensa- tion balance is applied, viz., to those of the duplex and lever kind. The escapement used in the chronometer, as seen in Fig. 3761, is termed a “ detached” one, which means, that the vibrations performed by the balance arc nearly detached from the pressure of the motive power during the greater part of its arc of vibration ; one great advantage is, that it requires no oil. This escapement is of French invention, but improved by English artists. These are the principles on which the excellence of a time-keeper depends. In their application to practice, however, every thing depends on the perfection with which the machine is constructed ; and the minuteness of the conditions required for the good going of a chronometer may be judged of from the fact with which practical men are familiar — that, of two chronometers, constructed upon the same plan, and finished with equal care in all respects by the same hand, one may go very well, and the other comparatively badly, without any discoverable difference between them. In finally adjusting a chronometer no attempt is made to keep it exactly to mean time ; that is, to make it continue to point, day after day, and week after week, exactly to the correct hour; for it is just as advantageous to allow it to gain or to lose a few seconds a day, provided that the gain or loss be regular in its amount; since the real time may be known with equal accuracy from that which the chronometer indicates. Thus, suppose that we have a chronometer which was set 36 days ago, since which time it has been gaining 5 seconds a day ; if its gain have been regular, its whole gain during that period will be (5 X 36) 180 seconds, or three minutes ; and three minutes being deducted from the time to which the hands point, we shall have the real time. This regular amount of gain or loss is called the rate of a chronometer ; and it is thus expressed : When the chronometer is said to have a rate of 2'53, we understand that it is gaining 2-} seconds per day ; but if its rate is — 3'2, we know that it is losing 31- seconds per day. The more closely it keeps to this rate the better the instrument will obviously be ; but if it vary much from its rate, even though its errors should be sometimes on one side, and sometimes on the other, so as to compensate one another, and make the general average the same, the performance is bad, and can- not be relied on. When the minuteness of the parts of a chronometer is considered, and the variety of disturbances to which it is exposed, the accurate performance to which it may be brought is most wonderful. For it must be remembered how very trifling a cause, if constantly aedng, (such as a slight thickening of the 832 WATCHMAKING. oil,) will greatly alter the result. Thus, as there are 1440 minutes in a day, any cause which makes each vibration of the balance (of which there are five in a common watch) take place in l-7200th part less or more than its usual time, will cause the time-keeper to gain or lose a minute a day. And as there are 86,400 seconds a day, any cause which makes each vibration of the balance of a chronometer (which usually occurs 4 times in a second) take place in 1-432, 000th part less or more than its usual time, will cause it to gain or lose a second a day — an error of very considerable magnitude. When it was first supposed that chronometers could be made sufficiently perfect to give important assistance in the determination of the longitude at sea, (the mode of doing which will be explained hereafter,) a par- liamentary reward of £10,000 was offered in 1714 to any one who should construct a time-keeper capa- ble of doing so within the limit of sixty geographical miles; £15,000 if to forty miles; and £20,000 if to thirty miles. Now a chronometer that has so much changed its rate a9 to have gained or lost, in a few weeks, two minutes more than it was estimated to have done, would gain the highest of these re- wards; so that the utmost degree of accuracy which was contemplated as possible, at the beginning of the last century, when this act was passed, is far surpassed at present. The reward was gained by John Harrison, who, in 1736, completed the first chronometer used at sea, after many years of patient study and laborious experiment. He gradually improved his machine ; and in 1761 the first trial was made of it, according to the regulations of the act of Parliament, by a voyage to Jamaica. In consideration of his advancing years his son was allowed to take this voyage instead of himself. After eighteen days’ navigation the vessel was supposed by the captain to be 13° 50' west of Portsmouth; but the watch giving 15° 19', or a degree and a half more, was condemned as useless. Harrison maintained, however, that if Portland Island were correctly marked on the chart, it would be seen on the following day ; and in this he persisted so strongly, that the captain was in- duced to continue in the same course, and accordingly the island was discovered the next day at seven o’clock. This raised Harrison and his watch in the estimation of the crew ; and their confidence was increased by his correctly predicting the several islands as they were passed in the voyage to Jamaica. When he arrived at Port Royal, after a voyage of 81 days, the chronometer was found to be about 5 seconds too slow ; and finally, on his return to Portsmouth, after a voyage of five months, it had kept time within about one minute and five seconds, which gives an error of about 18 miles. This amount was much within the limits prescribed by the act ; but Harrison did not receive the whole reward until a second voyage had been made ; and large as the sum appears, it cannot be regarded as more than equivalent to the devotion of extraordinary talents, with unwearied perseverance, during 40 years, to the attainment of an object whose importance can scarcely be estimated too highly. As an illustration of the improvements which have been since made in the construction of chronome- ters, the following circumstance, mentioned by Dr. Arnott as having occurred to himself, is of great in- terest. “ After several months spent at sea,” he says, “ in a long passage from South America to Asia, my pocket chronometer and others on board announced one morning that a certain point of land was then bearing north from the ship at a distance of fifty miles ; in an hour afterwards, when a mist had cleared away, the looker-out on the mast gave the joyous call of ‘ Land ahead !’ verifying the report of the chronometers almost to one mile, after a voyage of thousands. It is allowable at such a moment, with the dangers and uncertainties of ancient navigation before the mind, to exult in contemplating what man has now achieved. Had the rate of the wonderful little instrument, in all that time, been quickened or slackened ever so slightly, its announcement would have been useless, or even worse ; but in the night and in the day, in storm and in calm, in heat and in cold, its steady beat went on, keeping exact account of the rolling of the earth and of the stars ; and in the midst of the trackless waves which retain no mark, it was always ready to tell its magic tale, indicating the very spot of the globe over which it had arrived.” It is surprising that, in spite of the great advantages resulting from the use of chronometers in navi- gation, many ships are sent to sea without them, even for long voyages. Not unfrequently must it occur that the knowledge of the exact position of the ship, which may be obtained by the chronometer, pro- duces a great saving of time, as well as contributes to the avoidance of danger. A remarkable instance of this was mentioned to the author, a few years since, as having just then occurred. Two ships were returning to London about the same time, after long voyages, one of them provided with chronome- ters, the latter destitute of them. The weather was hazy, and the winds baffling; so that no ship, whose position was uncertain, could be safely carried up the British Channel. Confident in his position, how- ever, the captain of the first ship stood boldly onwards, and arrived safely in the Thames, whilst the other ship was still beating about in uncertainty near the entrance to the Channel. The first ship dis- charged her cargo, took in another, set sail on a fresh voyage, and actually, in running down the Chan- nel, encountered the second ship still toilsomely making her way to her port ! Of the degree of accuracy which chronometers are capable of exhibiting, some idea may be formed from the following statement, kindly communicated to the author by a gentleman practically conversant with them. A chronometer made by Molyneux had its daily rate determined, in August, 1839, to be a loss of 7 seconds per day. It was then placed in a ship which traded to the coast of Africa, and was consequently exposed to great variations of temperature. Yet when again placed under careful obser- vation in November, 1840, (sixteen months afterwards,) its daily loss had only changed to 6'7 seconds, being a difference of only 3-10tbs of a second a day. As opportunities for ascertaining the real position of the ship, without chronometers, frequently occur at sea, any error in these may almost always be detected before it has accumulated to any great extent ; but even supposing that no such opportunity had occurred for six months, and that the alteration of the rate had taken place at once, and had been entirely unknown, the whole error would have been under a minute of time, and consequently less than 15 miles of space. Another chronometer, constructed by Muston, which had made the same voyage, and been out about the same length of time, had its previous gaining rate of 1’9 seconds a day increased to 2'3 seconds; the difference being here 4-10ths of a second. It is customary for two or more chro- nometers to be carried by the same ship, that they may check one another ; for if one alone were WATCHMAKING. 833 3762. trusted to, an accidental irregularity in its going might lead to great error. The average of several — • their errors counterbalancing each other — will be most likely to give the real time with great exactness. Striking apparatus . — The apparatus for striking the hour is somewhat complex ; but we shall endeavor to make its action intelligible, as it is a very beautiful specimen of ingenious mechanism. The form which will be described is that which is adopted in the best English clocks : a simpler plan is adopted in the cheap German clocks, which are now so largely employed in this country ; but they are very liable to get out of order. The difference consists, however, only in the apparatus by which the striking is regulated, as to time and number of strokes ; the mechanism by which the hammer is made to strike the bell is the same in both cases. It consists of a train of wheels and pinions, put into action by the spring contained in the barrel E, Fig. 8749, which turns the fusee F. The fusee carries round with it the main-wheel e, which has 81 teeth ; this drives the pinion p of 8 leaves, which carries on its axle the pin-wheel f, having 64 teeth. In the rim of this pin-wheel are 8 pins, which lift the hammer s by acting on its tail t when the train is in motion. The hammer being gradually lifted by each pin. is at last let go by it, and is made to strike the bell by the spring u. The pin-wheel drives a pinion q of 8 leaves, which carries round the pallet-wheel g of 56 teeth : as the pin-wheel has 64 teeth, it turns the pallet-wheel pinion 8 times for each revolution of its own, consequently this pinion makes one revo- lution for every stroke of the hammer, an arrangement of which the use will be presently shown. The pallet-wheel acts on a pinion z of 7 leaves, on which is the warning-wheel h of 48 or 50 teeth, and this last turns the fly-pinion i. The object of this part of the train is only to equalize the motion, which is principally effected by the constant resistance of the air against the surface of the plate (termed the fly) which is whirled very rapidly round by the highest pinion. If it were not for this addition, the pin-wheel would move onwards with a jerk, after each* pin had escaped from the tail of the hammer. The striking-train remains completely at rest during each hour’s movement of the going-train, and is only allowed to act at the conclusion of one hour and the commencement of the next. The mode in which it is restrained in the intervals, and its action at the proper time permitted and regulated, will now be explained. The mechanism by which this is effected is shown in Fig. 3162. It is situated immediately behind the dial. The axis of the centre-wheel, as already mentioned, is prolonged through the dial, to bear the minute-hand. In the striking clock this also bears a small wheel a, which gives motion to another wheel b of the same size and number of teeth ; hence this wheel, like the former, revolves once in each hour. On the centre of this wheel is a pinion of 6 or 8 leaves, which turns a wheel c with a hollow axle, moving on the same centre as a, but at a different rate, as in the watch. This wheel has 12 times the number of teeth that the pinion contains, and therefore moves at only 1-1 2th of the rate. To it the hour- hand is affixed ; and it also carries a peculiarly shaped piece of metal d, which is called the snail. The edge of this snail is cut into 12 steps, each of which is a twelfth of the circle of which it forms a part ; but the distance of each from the centre increases regularly from 1 to 1 2. a circular rack, fixed to the end of a bent lever ef g h, whose centre of motion is at/i By the action of the bent spring i this rack will be made to fall towards the left, when permitted to do so ; but the amount to which it shall fall is governed by the position of the snail, against the edge of which the pin h will be brought to bear. This spring is prevented from forcing the rack out of the position shown in the figure, by means of the projecting piece on the lever k, which turns on the centre /, and drops by its own weight into the teeth of the rack. The form of these teeth is such, that when the rack is moved from left to right, the catch is lifted by them and allows them to pass ; but, so long as it is allowed to drop between the teeth, it completely prevents the motion of the rack from right to left. The lever k, with its catch, may be lifted by the bent lever m p n, whose centre of motion is at p ; and this is acted on by a pin in the circumference of the wheel b, which is seen in the figure, close against the tail of the lever. Only one other part remains to be described — that which is known as the gathering-pallet. The axle of the pallet- wheel g, Fig. 3749, projects through the front plate; and is furnished with a projection, seen at o, resembling one leaf of a pinion. This works into the teeth of the rack in such a manner that, as the axle turns round, the rack is gathered up by it, to the amount of one tooth for each revolution. When the machinery is in the position shown in the figure — which it has during the whole time that the striking-train .is at rest — a projection on the gathering-pallet rests on a pin which projects from the rack, as seen at r. It is this which keeps the striking-train from acting ; for, so long as this projection from the axle of the pallet-wheel bears upon the pin, so long must the pallet- wheel, and consequently the whole remainder of the striking-train, be prevented from running on. But when the time of striking is nearly come, the pin on the wheel b acts on the tail of the lever npm; the end q of which raises the lever k l, and consequently lifts its catch out of the rack o, which is thus set free. The spring i, therefore, pressing upon the projection below f, causes the rack to fall towards the left; and therefore sets free the projection on the gathering-pallet, by withdrawing the pin on which it rested. Hence the whole striking-train would be set in action by its weight ; if it were not that, at the same time that the gathering-pallet is freed, another check is provided. The end q of the bent lever mpn bears a projecting piece, which, when the lever is raised, stops a pin placed on the cir- cumference of the warning-wheel h, Fig. 3749. So long as the lever remains in this position, therefore, the striking-train is prevented from acting. The amount of motion given to the rack is determined by the place of the snail. In the position represented in the figure, the pin h would be stopped by the second step ; and thus the rack would only be permitted to move to the amount of two of its teeth. If the position of the hour-wheel were such, that the twelfth step of the snail corresponded with the end h of the rack -lever, then the pin would not be stopped so soon ; and the rack would fall towards Vol. n. — 53 At e is seen 834 WATCHMAKING. the left to the amount of twelve teeth. This preparatory action is usually made to take place about 3 or 5 minutes before the expiration of the hour, and it is called (jiving warning. The machinery remains in this position until the minute-hand points to XII., at which time the wheel h has so far advanced that its pin escapes from under the end of the lever, and thus allows it to fall, so that the end q no longer checks the pin on the warning-wheel. The striking-train is now set entirely free ; the weight or spring that moves it produces a rapid revolution of its wheels ; and the pins on the pin-wheel, acting on the tail of the hammer-lever, cause the successive strokes on the bell. This move- ment goes on until it is checked by the action of the gathering-pallet on the rack. It has been alreadv mentioned that the pallet-wheel, from the axle of which the gathering-pallet projects, turns round once for every stroke given to the hammer; and in each turn it gathers up one tooth of the rack, causing it to move towards the right, so as to regain jis original position. The projecting catch of the lever kl drops between the teeth at each advance, and prevents the rack from being moved back by the spring i. This goes on until the rack has been completely brought back to its first position, and then the projec- tion on the gathering-pallet will be again checked by the pin r, and the striking-train would be brought to rest. It is evident, then, that the number of strokes will be determined by the number of revolutions which the gathering-pallet is allowed to make ; this depends upon the number of teeth on the rack which have to be gathered up by it ; and this number is regulated by the extent to which the rack is permitted to fall, by the bearing of the pin h against the edge of the snail. It is almost impossible for any error to be committed by a movement so constructed ; but the striking-train of the common Ger- man clocks, now so largely imported into Britain, is regulated by an apparatus of simpler construction, which is very liable to give wrong indications. . It principally consists of a large wheel, (termed the count-wheel,) usually placed at the back of the clock, on which are cut 18 teeth ; this is so connected with the striking-train, that it moves on one tooth for each stroke. The number 78 is the sum of all the strokes which the clock should make in 12 hours ; consequently, after all these strokes have been made, the wheel returns to the same place again. From the surface of the wheel, near its edge, there projects a rim, in which are cut a series of notches, at intervals corresponding with the number of strokes. Thus, between the first and second notches there is an interval amounting only to one tooth of the wheel ; between the second and third notches an interval of two teeth ; and so on up to the twelfth notch, the interval between which and the first is 12 teeth. The use of these notches is to receive a catch or pro- jection, which keeps the striking-train at rest during the hour, and regulates the number of strokes. When the clock gives warning, this catch is lifted out of the notch; but there is a temporary check applied to the warning-wheel as in the last case. When this check is removed, the train immediately begins to move, and continues in action until it is stopped by the falling of the catch into the succeed- ing notch. The number of strokes is determined, therefore, by the number of teeth which the count- wheel shall have moved on before the catch falls into this notch — or, in other words, by the number of teeth between each notch and the succeeding one. The advantage of this last plan consists in its simplicity, and the facility with which the apparatus may be constructed. Its disadvantage consists in the readiness with which it may be put out of order. For it will be easily seen that if, from any cause, the clock be made to strike at an improper time, the count-wheel advances, and the number of strokes made will be one more than the last ; so that, when it should next strike the hour, the number of strokes is one too many. Or if any cause (such as neglect- ing to wind up the weight of the striking-train) should prevent the clock from striking at the proper time, the count-wheel remains stationary ; and when the clock next strikes, it gives the number succeed- ing the one which it last struck, which may, of course, be altogether wrong. On the other hand, in the more perfectly constructed clock, the striking may be repeated any number of times within the hour, or it may be made to cease for a time altogether ; and yet, when the clock next strikes the hour, it shall do it correctly. For the number of strokes, as just explained, is dependent upon the position of the snail, which is carried round by the hour-wheel whether the clock strikes or not ; and which must, there- fore, always correspond with the place of the hour-hand. In some clocks of this construction, there is a simple contrivance for causing the hour to be struck at any time. This consists of a lever x, to one end of which the string t is attached, whilst the other carries a pin that raises the lever rn. The action of this lever is checked by the two pins s and z, which prevents it from being moved too far in either direction. When the string t is pulled the lever m is lifted, and all those changes take place which have been described as occurring in the ordinary warning of the clock. When the string is let go, the lever is made to return to its place by the spriug y ; the lever m falls, the warning-wheel is released, and the proper number of strokes is made. Such a contrivance is convenient to those who desire to know the hour during the night. Where a clock is made to strike the quarters as well as the hours, a third train of wheels is required. The mechanism is the same in principle with that which regulates the striking of the hours. The axle of the minute-hand carries round a snail cut into four steps ; and on a wheel corresponding to b, and revolving therefore in an hour, there are four pins, one of which lifts the lever that sets free the rack every quarter of an hour. The rack has four teeth, corresponding with the four steps of the snail ; and the passage of each tooth permits one stroke on the quarter-bell. Most frequently the quarter-stroke is made upon two bells ; and this is accomplished simply by having a set of pins on each side of the pin- wheel, of which one set acts on one lever, and the other set (acting a little afterwards, so that the two strokes may not be made at the same moment) on the other lever. In clocks constructed for purposes in which great accuracy is required, it is necessary to dispense altogether with the striking apparatus ; since a certain degree of force is required to set it in action, that would derange the very regular move- ment of a delicate and perfect clock, in which the power of the weight ought to be no more than is requisite to keep the pendulum in action. The same apparatus has been applied to watches ; but when made on so small a scale and carried about in the racket, its action is extremely liable to become deranged, and it is therefore of little use. The WATCHMAKING. 835 ordinary repeating-watches are made, not to strike the hours regularly, but merely to indicate them when desired to do so. In order to effect this, it is not requisite that the watch should be furnished with a second barrel and fusee with a distinct striking-train of wheels, for it is easy to apply a power sufficient to produce the strokes every time that the watch is applied to. for this information. This is usually accomplished by pushing in the pendant, or projecting portion to which the chain is attached ; and by this a spring is compressed, which sets in action the mechanism that produces the strokes. The number of strokes is regulated by a snail, resembling that employed in clocks. The ordinary repeating- watches are still very complex in their construction ; and we prefer describing one invented some years ago by Mr. Elliott, of Clerkenwell, in which the number of parts is greatly reduced by the combination of several into one. The striking portion of this watch is represented in Figs. 3763 and 3764. The most important part of it is a flat ring or centreless wheel, of nearly the same diameter with the watch, supported in its place so as to admit of a circular motion, by four grooved pulleys round its external circumference. In Fig. 3763, A IS represents the plate to which the dial is attached; and the flat ring C D, with the rest of the striking mechanism, lies between this plate and the dial. The four pulleys are seen at E F G H. This ring has teeth cut in the part of the outer edge b nearest to the pendant, and the rack may be thus turned by the wheel a, to which motion is given by turning the pendant. At the lower part of this ring is a series of projecting pins, which, in the position shown in Fig. 3763, act upon the projecting pallet i; whilst in the position shown in Fig. 3764, they act upon the pallet r. Of these, the former is destined to strike the hours, and the other the quarters. The internal edge of the ring is cut into two series of steps, of which the one seen on the left-hand side of each figure contains twelve, and regulates the striking of the hours ; whilst the one on the right contains only four, and reg- ulates the striking of the quarters. When the ring has had its position changed by turning the pen- dant, it. is brought back again by a spring contained in the box or barrel Y ; the action of this spring is communicated to the ring by a chain which winds off the barrel, passes between the pulleys U and W, and is attached to the ring at X. Hence, in whichever direction the ring is turned, the chain will be drawn off the barrel, and the spring put on the stretch, as seen in Fig. 3764; and the elasticity of the spring will tend to bring back the ring to its previous position, shown in Fig. 3763. 37G3. 37G4. The regulation of the number of strokes is effected by means of a snail, exactlv resembling that of a clock. At I in either of the figures is seen the quarter-snail, placed on the axis of the minute-hand, so as to revolve every hour, and cut into four steps. The same axle carries a projecting piece 2, which acts on the star-wheel 1, Fig. 3764, in such a manner as to push it on to the amount of one-twelfth of a circle at each revolution of the minute-hand ; consequently the whole star is made to turn once in the twelve hours. To this wheel is attached the hour-snail, as seen in Fig. 3764; the common centre on which they turn is marked at L, Fig. 3763. The hour-snail acts upon the bent lever P O Q, whose cen- tre of motion is at 0 ; and the end P is always kept against the step of the snail by the spring seen in Fig. 3763. In the position in which the lever is there shown, the snail having been removed, the end Q of the lever is pressing against the last or lowest step of the flat ring, and consequently the ring can- not be moved. But supposing the end P to be lifted by the snail to the 2d, 3d, 4th, or any other step, the end Q will be raised to exactly the same amount, and will permit the ring to be turned from right to left, until it is stopped by the contact of Q with the corresponding step of the ring. In exactly the same manner the quarter-snail acts upon the steps cut in the inner edge of the ring at />, by means ot the bent lever SRT, whose centre is R, Now when it is desired to ascertain the hour, the watch is held in one hand and the pendant turned from right to left with the other. This causes a corresponding motion in the ring ; and every pin, as it passes the pallet i, gives an impulse to the hammer, which causes a stroke upon the sounding body. The extent to which the ring may be turned, and consequently the number of pins allowed to pass the pallet, depends upon the position of the lever POQ; and this, as just explained, is determined by the position of the snail. Hence the ring is stopped just when as many pins have passed the pallet as cor- respond with the step of the snail against which the end P of the lever is resting. After the hours have been struck, the ring is brought to its original position by the spring contained in the barrel V, and the pendant may then be turned in the opposite direction, so as to cause the other set of pins to act upon the pallet k and to strike the quarters. Its motion in this direction is governed by the position of the lever SRT, of which the end S rests upon the quarter-snail, whilst the end T checks the steps cut in the ring at h. In the position represented in Fig. 3764, the ring has been turned as far as possible in this direction ; for the end S rests upon the highest step of the snail, and has lifted the end so high 836 WATER-CLOSET. that the motion of the ring is not checked until it stops at the last step, by which time four pins have passed the pallet, and four strokes have been made. Denis new patent watch without a key. — There are two improvements which have recently been made in the construction of watches, and patented, which will now be described. The daily recurrence oi the act of winding up our watch, and its imperative necessity, renders it obviously desirable that the power of doing this should be facilitated as much as possible ; and that whatever may be the situation in which we may be placed, whether travelling, or in the dark, that we should be able to perform this operation with the greatest ease and certainty : now the use of a key detached from the watch, and requiring to be applied to a small hole, which must be seen to be used, is dispensed with by the im- provement alluded to, so that the winding up of the watch may be effected in the dark by simply turn- ing part of the pendant, by which the watch is attached to the chain to connect it with our person. But this improvement is not the only one now made : thus much has been partially accomplished by former artists, who, while they rendered the watch independent of a key for winding it up, suffered the necessity for this adjunct, for the purpose of adjusting the hands, still to exist, and thus did not make the machine quite independent of appendages of any kind. By a simple contrivance, which will now be described, it will be seen that the adjustment of the hands can also be effected by the motion of the pendant at the pleasure of the wearer, and that with a greater latitude than could be done under ordi- nary conditions. In Fig. 3 765, a is the knob next to the pendant-ring, but in the improved watch independent of it, and mova- ble with a rotatory motion like a common watch-key : on the axis b of this knob there is a bevelled pinion which acts by means of an intermediate wheel c on a larger one d, which is carried on the axis of the main- spring ; this completes the arrangement for simply winding up the watch : that for setting the hands con- sists of a pinion e attached to the arbor of the minute- hand. This pinion, it must be observed, is free of the wheel d, or, in technical language, not in geer with it ; but it can be put so by means of another and equal pinion / which is carried on an arm, or lever, moving on a centre at g and terminating in a stud h, which projects through the rim of the case ; if this stud is moved by the finger from the pendant, the pinion / will obviously be brought into geer with d, and thus will impart the motion of that wheel to e when the hands require setting ; but when the stud h is released, a spring removes the pinion /from d, and the winding-up part is detached as before. It must be mentioned, that as it is requisite to be able to move the hands either backwards or forwards, the wheel d is made to admit of motion from the knob a in either direction, for this purpose. Since the winding up must always take place in the same constant direction, there is a ratchet and click of the usual principle connected with the wheel d to admit of this double motion : by this arrangement also, the injury to the watch produced by over-winding is guarded against. It will be inferred from the foregoing description that the frequent necessity for opening the watch is done away ; hence results another, and not the least improvement effected by the contrivance : in the old construction of the watch-case, dust will penetrate to the interior of the watch, however seldom it may be opened, through the number of passages necessarily consequent on the existence of hinges in the case ; these being dispensed with in the watch now described, the glass and case are as nearly air- tight as possible, while the dust which makes its way in the ordinary watch to the works each time the case is opened for the purpose of winding up, or of setting the hands, is now altogether excluded ; thus cleaning the watch will not be so frequently required as heretofore. WATER-CLOSET — By G. Jennings. This closet is intended to remedy the defects of the pan and valve closet. It has neither the usual metal pan or valve, so that no chamber is required, which prevents displacement of pure air when used — an evil so justly complained of in pan or other closets. 376G. 3765. 3707. 3768. The raising of the handle, as shown in Fig. 3768, causes the water to fall from the cistern to the closet, and suddenly discharges the contents of the basin with all its force through a four-inch India-rub- ber pipe, flushing, as it is termed, the trap and soil-pipe each time the closet is used. The lowering of the handle, as shown in Fig. 3767, compresses the tube, and retains the water in the b""’" ' T ’k« water passes off through the overflow pipe, which also regulates the proper quat: letained. WATER-METRE. «37 This closet in its action is perfectly silent, as the metal-flaps fall without noise against the India-nib- ber tube. It is also free from all complication ; and a fresh piece of India-rubber tube, if ever needed, will make the closet as good as new. WATER-METRE — By W. II. Lindsay. The invention of an instrument that will, on inspection, show accurately the amount of water evaporated during any given time — as, for instance, during a voy- age — by a steam-boiler, is a desideratum which has long been sought after. The water-gage represented in Figs. 3769 and 3770 is the invention of William H. Lindsay, con- structing-engineer, New York, who has, after a large outlay of time and money, succeeded in producing a durable and critically accurate instrument, and is the only one yet brought into practical operation which can lay claim to that title. It has been subjected to the most thorough and repeated trials, un- der the supervision of many of our most distinguished engineers, and a board of officers appointed by the Navy Department to examine and leport upon its merits. The trials took place after it had been in 838 WATER-METRE. operation more or less every day for the previous five months. On measuring accurately the quantity of water passed through it, in the tanks that received it, and comparing the amount as indicated by the instrument, the difference on nine experimental trials, under different or varying circumstances, was found not to exceed 30 cubic inches in one hundred thousand. By the use of this instrument on board steam-ships, the owners will be enabled to place themselves in as advantageous a position, in a pecuniary point of view, as that of the Cornish mine-owners, who some years since adopted the system of registering the duty performed by their engines, and the amount of fuel consumed ; in other words, the work done in relation to the fuel consumed is registered. This ob- ject is accomplished there by means of a counter, which merely registers the number of strokes made by the engine ; but this expedient will only answer where the load upon the engine is constant and easily measurable, but is of no avail in a steam-vessel, where the load is continually var 3 'ing ; which can only be done by measuring and recording the quantity of water evaporated by the boilers, and con- verted into steam, which is the measure of the power exerted by the engines. The best proof of the saving in fuel derivable from the plan of registering the duty performed by steam-engines, consists in the enumeration of the wonders it has already done. According to a report made by a committee of the House of Commons appointed to investigate the matter, it appears that the Cornish mine-owners, even in their limited operations, are saving the sum of $400,000 per year, by the simple expedient of registering the duty of their engines. If such a saving can be realized by this sys- tem out of the contracted sphere of Cornish engineering, the results that would ensue by its adoption in our ocean steam-ships are incalculable. Such a practice insures a rigid attention to their duties on the part of the engineers and firemen, as any negligence will be sure to tell to their disadvantage. Its adop- tion puts all the engineers upon their mettle, and induces an emulation, out of which improvement can- not but spring, with corresponding advantages resulting to the owners. Yet the saving of fuel in the case of steam navigation, important as it would be, is not the greatest benefit that would be derived. The powers of steam navigation would be extended, and its profits correspondingly augmented. Re- quiring a less amount of fuel to perform the same duty, they could carry more cargo, and the growth of our steam marine would just be in proportion to the extension of the limit which now hinders its develop- ment. It is needless, however, to dwell further on the advantages derivable from the system of regis- tration, as they must be conspicuous enough to every one who gives attention to the subject, the ac- knowledgment of which has been made by its adoption in the naval service, by order of the Navy De- partment. A series of experiments will shortly be commenced at one of our navy yards with one of these instruments, by a board of officers appointed by the Department, for the purpose of establishing a standard of evaporation due the different varieties of coal used for the generation of steam, for the use of the naval and mercantile marine ; also to institute a series of experiments to ascertain the relative merits of boilers of different construction, which may lead to the solution of the problem, what are the true principles which should govern their construction in every respect ; and determine, beyond all cavil, the best-constructed boiler in use at the present time. The results that may be arrived at by the use of this instrument will be a subject of much importance to all concerned in steam navigation. Having given an outline of the use of this important invention, we will proceed to give a description of the figures, &c. : — Fig. 3710 is an elevation. Fig. 3769, sectional do. The figures are lengthened out, with the view only of showing the metre’s general arrangement, without reference to the economy of space that may be attained by a compact arrangement of its several parts. Literal references. — D, connecting pipe from the feed-pump of the engine to the drop-valve chest, G ; E. an overflow-valve chest bolted on the pipe E ; F, air-chamber ; G, drop-valve chest bolted to the forcing metre-chamber or cylinder H ; T, plunger or ram working in the cylinder H ; R, metre-cylinder ; L, plunger working in the metre-cylinder — the tYvo plungers being connected by a coupling-rod ; M, metre valve-chest bolted to the cylinder R; N, stop-cock on the pipe O leading to the boiler ; R, feed- pipe from the hot well bolted to the bottom of the valve-chest M, for supplying the metre-chamber R ; P, side-frames, to which the cylinders H and R are bolted. b, valve in chest E, loaded by means of the springs attached to the cross-head on the valve spindle ; c, drop or cut-off valve in the chest G'; g, cut-off valve spindle passing through a stuffing-box on the cover or bonnet of the drop-valve chest ; d , stud keyed on the spindle g ; e, an inclined slide receiving motion from the connecting link y. It works in a slot in the shde-piece that springs in under the stud d. When the valve c rises, and when it is drawn down by the rod y, it draws back the slide-piece from under the stud d, thereby allowing the valve c to fall on its seat, and prevent the return of any more water from the forcing-cylinder H through the pipe D into the engine feed-pump, during its exhaust stroke, h 2 li 2 , seat on the frame/, on which the drop-valve slide (not shown) works, and through which, at the back part, the inclined slide e also passes ; / stand for the seat li 2 li 2 , its lower end being bolted on the bonnet of the chest G. Its upper end is curved, the valve-rod g working through it, which confines the valve-rod to its place. There is a spring not shown fastened to the inside of the frame in its curved portion, the lower end of which being in contact with a small stud on the slide-piece working on the seat h 2 li 2 , springs it under the stud d. When the valve-rod g rises, by the water lifting the valve c on its passage to the cylinder H, the slide-piece retains the valve c, leaving a free passage for the water to and from the cylinder H and the engine feed-pump during the force and exhaust strokes of the feed-pump plunger, until such time as the plungers T and L have completed their required amount of force and exhaust travel, when, by the motion-rod l, on which is keyed the bracket s, in the slot of which is ad- justed the pin t, coming in contact with the arm u, thereby giving motion to the arm to, the connecting link y, and the inclined slide e, the slide-piece is withdrawn from the under side of the stud d, and the valve c drops on its seat, having arrested the motion of the plungers T and L. It remains at rest until the feed-pump plunger again commences its force stroke, when the valve rises as before, and is again locked by the slide-piece. The motion-rod has the same motion as the plungers T and L, being worked by a cross-arm from the plunger coupling-rod, (not shown,) the end of which works on the guide-rod k. The arm i being bolted to the cross-arm at the upper end, and keyed to the motion-rod WATER-PRESSURE ENGINE. 839 at the lower, the travel of the plungers is recorded by means of the rack, keyed on the rod b, giving motion to the segment n, which works freely on the spindle n 2 , on which the arm is keyed. The mo- tion of the arm is communicated by the link h to the counter arm r, which has a slot in it, by which the required length of counter arm may be obtained by means of a pin having a nut on the back. 1, feed-valve in metre-chest ; 2, delivery-valve in same. On reference to the sectional figure, it will be perceived, that by the drop-valve c and the deliverv- valve 2 being open, that the cylinder H is receiving water from the engine feed-pump during a force stroke, and that the metre-cylinder R is discharging, by the advance of the plunger L into it, a quantitv of water through the valve 2 and the pipe 0, provided the stop-cock N is not closed, equal to its area of surface and length of travel. But, supposing all the parts in the position as represented, that the stop-cock should now be closed, there being no passage for the water from the cylinder R, the plungers are at once brought to a state of rest, the water from the feed-pump finds -an escape by lifting the loaded valve b, and passing off by the overflow-pipe ; so in like manner if the stop-cock N is only part open, the plungers T and L will only move a distance equal to the quantity of water received into the cylinder H, the rest going to waste by the valve b. On the engine feed-pump plunger commencing its exhaust stroke, the delivery-valve 2 having closed, the pressure of the water from the hot well causes the feed- valve 1 to rise, admitting of a supply to the cylinder as the plunger L recedes, by reason of the plunger T being acted on by the vacuum caused by the exhaust stroke of the engine feed-pump plunger, and the pressure of the water from the hot well on the plunger L, by the plunger T following the vacuum, the water in the cylinder II during the pre- vious force stroke of the engine feed-pump is returned to it on the exhaust ; and in case that only a part of the water discharged by the feed-pump during its previous force stroke should have entered the cylinder H, by reason of the stop cock IST being partly closed, the rest having escaped by the valve b, then the cylinder H first returns all it received, the valve-rod g is disengaged, the valve c drops, and the deficiency is supplied to the feed-pump by the feed-pipe from the hot well. From the above, it will be seen that the travel of the plungers L and T is dependent on the quantity of water received during each stroke of the engine feed-pump by the cylinder H, and the quantity of water displaced from the cylinder, and thence into the boiler, is dependent on the area of surface and length of travel of the plunger L ; from which it follows, that if the travel of the plungers is correctly recorded, we can at any time ascertain, by inspection of the counter-face, the actual amount delivered. WATER-PRESSURE ENGINE. The first engine erected in England with cylinder or piston- valves, was that put up in the Alport mines, Derbyshire, in the year 1842. This was a single cylinder engine. Its success was complete, and others were erected on the same plan. But in 1845, a com- bined cylinder engine was designed, and erected by the same engineer, which is found practically to have several advantages for such large supplies of water as that consumed by the pumping-engine, ol which we subjoin accurate reductions of the working-drawings. 3773. Fig. 3771 is a front elevation of the combined cylinder engine. Fig. 3772 is a sectional view, ana Fig. 3773 is a general plan. PC is the bottom of the pressure column, 130 feet high, and 24 inches internal diameter. C C are the combined cylinders, each 24 inches diameter, open at top, with hemp- packed pistons a, Fig. 3772, and piston-rods m , combined by a cross-head n, working between guides in a strong frame. The admission throttle-valve is a sluice-valve, shown at o, Fig. 3771, and between the letters b and e in Fig. 3773. The main or working valve, is a piston g, 18 inches in diameter, Fig. 3772, with its counter or equilibrium piston above. The orifice for the admission of the pressure water is netween the two pistons. The intermediate pipe a is a flat pipe, into which numerous apertures lead from the valve-cylinder, seen immediately under g, Fig. 3772. The valve-piston is in the position for discharging the water from the cylinders through the pipe e, Fig. 3772, by the sluice-valve k. The valve-geer is worked by an auxiliary engine h, by means of the lever v. The auxiliary engine- valves, are piston-valves in the valve-cylinder i, Figs. 3772 and 3773, communicating with the pressure- pipes by a small pipe, provided with cocks, as shown in Fig. 3773. The motion of the auxiliary engine- valves is effected by a pair of tappets t’ t", set on a vertical rod attached to the cross-head n. These tappets move the fall-bob b, by means of the cauti-lever t, Fig. 3771, the other end of the lever beins 840 WATER-PRESSURE ENGINE. linked to the rod s, Fig. 3772, (s, Fig. 3771, is misplaced,) -which again is linked to the auxiliary piston- valve rod. The play of the machine is now manifest. It is in every respect analogous to the Harz and Huel- goat engines, described by Weisbach. The average speed of the engine is 140 feet per minute, or 7 double strokes per minute. This requires a velocity of something less than 2-^r feet per second of the water in the pressure-pipes ; and as all the valve apertures are large, the hydraulic resistances must be very small. The engine is direct-acting, drawing water from a depth of 135 feet, by means of the spear ww, Figs. 3771 and 3772. The “box,” or bticket of the pump, is 28 inches in diameter, so that 3771. the discharge is 266 gallons per stroke, or when working full speed, 1862 gallons per minute. The mechanical effect due to the fall and quantity of water consumed is nearly 140 horse-power. The mechanical effect involved in the discharge of the last-named quantity of water is nearly 74 horse- power, so that supposing the efficiency of the engine and pumps to be on a par with each other, the efficiency of the two being r j, = 71'15, the efficiency of the engine alone r> 1 + Vi 1 + T1 2 •85, oi n the language of Cornish engineers, 85 per cent, is the duty of the engine. WATER-WHEELS. 841 WATER-WHEELS — -Theory and Construction of. Although in localities where mineral reservoirs of motive power are convenient, the ever-available 1 steam-engine has much diminished the importance of hydraulic movers, these must always continue to be the most economical, and therefore the most frequently resorted to, in situations where the liquid element can be attained in sufficient abundance, and under the necessary circumstances to answer the conditions contemplated. A waterfall is rendered available comparatively without labor, and furnishes its supplies without the intervention of human aid The energies of the steam-engine, on the contrary, can be commanded in any situation, only by the influence of the miner ; and in localities much removed from sources of fuel, can only be sustained at an expense which falls heavily upon the operations to which they are subservient. That expense, it is true, is continually being diminished, and by means of the steam-engine itself, in its character of a car- rier ; but no happy discovery, no possibility, can reduce it to the minimum at which our water-runs are maintained. But while water-power has the advantage of economy, where it is abundant and constant, in other localities where it is more immediately dependent upon the condition of the seasons, it is under the dis- advantage of being less certain, and less under control, than the more artificial agency developed in the steam-engine. It is this independence of time and season, of circumstances and locality, which mark the great superiority of this potent creation of engineering skill, and which, in its multiform applications and applicability, have invested it with an importance and an interest which success seems only to stimulate and render more intense. The complexity of parts, and the diversity of combination, offer a scope for the exercise of ingenuity, alike highly inviting to the theoretical and the practical mechanic. The steam-engine, even as a stationary power, is, moreover, of recent origin ; and contemplating the phases which it has already assumed, in connection with the general feeling that its energies have not yet been fully developed, it is not matter of wonder that it has diverted attention from the less inviting problem which we are about to discuss. Water-power is an old, if not an antiquated subject, on which the light of modern improvement has been but feebly reflected since the days of Smeaton. With a few exceptions, it has been abandoned to the management of those who recognize in it no principle, and no scope for improvement ; and whose practice is not more opposed to improvement than it is empirical and opposite to all true principle. The fact that water-power is an agency which cannot be augmented at pleasure, and which, in most situations where it is employed, has a full share of duty imposed upon it, renders it desirable that the best means of economizing it be adopted. This implies a knowledge of some of the fundamental prin- ciples of hydraulics, in addition to. that acquaintance with the general laws of mechanics which every engineer is assumed to possess. It is with the view of placing the subject in a distinct and concise form, and of pointing out precisely those principles which ought to guide the practice of the engineer in his dealings with this agency, that we undertake a brief exposition of the general problem. Under the title assumed, is implied the economy of water-power, and the various means of rendering it avail- able for purposes of industry. Without avoiding those abstract questions which beset the subject, and which imply some acquaintance with elementary analysis, we shall endeavor to keep in view that theory is valuable only in its relations to practice. Characteristic varieties of water-wheels , and the theory of their action. — By far the most numerous, and, therefore, important order of hydraulic movers, are those which come under the denomination of vertical wheels , from their movement being in vertical planes, and their axis of rotation consequently horizontal. Of these we have three varieties — named according to the points at which the water is received upon the periphery — overshot, undershot , and breast wheel. This last is further distinguished as high and low breast, according as the water is received upon the wheel above or below the horizontal plane of the axis. When the point of reception approaches the lowest point of the circle, it becomes an under shot-wheel ; and on the contrary, when the water is laid on within a few degrees of the sum- mit, it takes the name of overshot. A second order, of which the varieties are more numerous, and even less distinct, come under the denomination of horizontal wheels, because they move in planes parallel with the .horizon, and conse- quently have their axis of rotation vertical. Of these, the best known types are the reaction-wheel, the turbines of Burdin, Fourneyron, and Jonval, the tub-wheels of America, (the moulines a cuve of the French,) and the wlieelets common in the south of France (in Provence and Dauphine), and which con- sist simply of a series of spoon-shaped (and somet imes flat) paddles or floats, set on the periphery of a strong wooden axis, and against which the water is projected from a conical adjutage. The danaide, better known to theory than practice, belongs to the same order. The effects of these different varieties of wheels arise from three sources — weight, impulse, and re- action. But in stating these as the primary and simple elements of hydraulic power, it is to be re- marked that we very rarely find the effect reducible to a single mode of action ; more commonly we find two, and sometimes even the three acting simultaneously, and not unfrequently in nearly equal degrees. Centrifugal force is also an element which in most forms of wheels requires to be appreciated ; and in some constructions — the reaction-wheel, for example — it is the most difficult influence which enters into the calculation of the ultimate effect. Directing our attention, in the first instance, to the element of weight, it is easy to prove that when a given volume of water descends through a known height H, its effect, as a mechanical agent, will be expressed by the product of the weight into the height H fallen through. Asa familiar illustration, in lieu of a more precise demonstration, take the case of a horse drawing a load upon a horizontal road, and suppose that the movement is uniform over a certain distance : the constant effort exercised by the ) orse may manifestly be measured by a dynamometer placed between the horse and the load. Sup- posing this done, and that the number of lbs. indicated by the instrument as the force expended by the animal in moving the load is P, and that the distance travelled over is D feet ; the product P X D, or simply P L, will be a measure of the amount of effort exercised by the animal in passing over the given distance D. Now if, in place of the horse, we suppose a weight of W lbs. to be attached to the load. 842 WATER-WHEELS. by a rope passing over a pulley fixed in the mouth of a pit, of the depth H, equal to the length D, thl pulley being assumed to have no friction, and the rope no weight, (conditions which can be virtually attained,) the weight W, which is a measure of the constant effort exerted by the animal, will descend and drag the carriage along the level road with the same uniform velocity, and arrive at the bottom of the pit at the same moment that the horse would have arrived at the extremity of the distance D. In both cases, the carriage passes over the same space and with the same velocity ; the weight W is there- fore capable of effecting all that the horse had done ; as a prime mover, it is therefore identical. It has given the same quantity of action W X II or W H = P D in the same time. Its dynamical effect may therefore be expressed in terms of the power of the horse, as a known unit. And in general the power developed by any mover, animate or inanimate, may in like manner be measured by that of a weight W descending through a certain height H, and expressed by the product W H. Keeping this principle in view, it is further obvious that the greater the height through which the weight descends, the greater will be the effect produced. But as a current of water may be regarded as a continuous succession of weights, descending from the higher to the lower level, it is necessary to ascertain the rate of succession — in other words, the measure of the weight which descends in a given unit of time. Let that unit be 1 minute, and let the quantity of water flowing be 500 cubic feet, which multiplied by 624, the weight in lbs. of a cubic foot of water, gives 31,250 lbs. as the weight which has descended in a minute. Further, let it be supposed that the whole height H, through which it descends, that is, the whole height of the fall or head , is 120 feet; if this quantity of water be made to act upon the circumference of a gigantic overshot-wheel, so constructed as to be free from all those detrimental influences to be hereafter considered, and the wheel be attached by a suitable connection to a train of carriages upon an incline, which by experiment is found to require the application of a force (measured dynamometrically) of 31,250 lbs. to move it through 120 feet in a minute, then, the power and resistance being equal, the water will give motion to the wheel, and descend with it through the height of a fall equal to 120 feet in the same time that the load is moved through an equal distance upon the incline. In this case we have manifestly WH = PD, since W = P, and H = D. The first of these conditions only is necessary to establish an equality of dynamical action. Let us assume the height of the fall to be reduced to 30 feet, and the force necessary and sufficient to drag the train of carriages up the incline, with a velocity of 120 feet a minute, to be only 78121- lbs., the other conditions remaining unchanged, the quantity of water constantly in action upon the circumference of the wheel will be 4th of 31,250 lbs. = 78124 lbs., since the rate of descent is 120 feet per minute ; and the distance 4th of 120 feet, or 30 feet. In this case, D = 4 X H, and W = 31,250 lbs. of water expended in the unit of time is equal to four times the load moved ; but 4 W X H = 4 P X D is W II = P D, by cancelling the common multiplier 4- The dynamical force of a current of water is therefore correctly represented by W H lbs. per minute ; and since the height of fall H feet is independent of the time, W lbs. must express the weight of water which descends in a minute. A stream on which there is a fall of 30 feet, with a supply of 500 cubic feet of waiter per minute, will afford the same amount of power as another stream of 1000 cubic feet with a fall of 15 feet, the product W H of the two factors being the same, whether we take 30 X (500 X 624), or 15 X (1000 X 62-4). In thus estimating the motive force of a current of water, the height H is the difference of level be- tween the surface of the water at the higher and low T er points between which its power is developed. This is termed the fall, and is either real or Active : it is real when the fluid descends abruptly from a higher to a lower level, and Active when it acts in virtue of a velocity of motion due to that height. Thus if a current, flowing in an inclined channel, be ascertained by experiment to have a uniform velocity of 12 feet in a second, then we know, from the laws of falling bodies, that the fictive head is 2-25 feet nearly, and is found from the formula Y = g H. In this formula, V expresses the velocity of the current in feet per second, and g = 32-2 feet the velocity communicated to a falling body by gravity at the end of the first second, when it falls freely. H is the height capable of generating the velocity V, V a and is therefore represented by — 0'0155 V 2 ; and if s be the area of the cross section of the fluid cur- rent in square feet, then the weight of water passing a given point in a second will be 62'5 s V; and therefore the whole dynamical force in a second will be expressed by 62-5 s V X 0-0155 V 2 = 0'97 s V 3 , and this result multiplied by the number of seconds in a minute, the unit assumed in speaking of the dynamical value of a real fall of H feet, gives W H = 58 23 s V 3 . In illustration : let the mean velocity of a current be 10 feet per second, the mean depth 2 feet, and the mean width 15 feet ; then V 3 = 1000, and s = 30 square feet ; . • . W H = 58-23 X 30 X 1000 = 1746900, the dynamical force of the current, of which the fictive head is 0 0155 V 2 , equivalent to 1'553 feet, and the quantity of water flowing per minute is 1,125,000 lbs. Tiie fictive head of a stream flowing in an inclined channel may then be determined in terms of a real or vertical head, and measured accordingly. They are, indeed, mutually convertible ; and were it not that the expression W H is arithmetically more convenient than 58-128 s V 3 , we might in every case determine H in terms of V, and employ the latter formula in our calculations of the power of a ivaterfall. Thus generally II = : — ; therefore, if II be known, the value of Y can be readily deter- 64'4 mined ; and conversely, if V be ascertained, the corresponding value of H may in like manner ba found. We have hitherto employed these expressions abstractly; but in speaking of the dynamical force o; WATER-WHEELS. 843 a fall of water, it is found convenient to introduce a unit of comparison by which the amount may be more readily conceived. The mind does not readily apprehend the value of a product, even of such magnitude as 1,746,900 ; and it is often necessary to deal with much higher results. In this, as in all other estimates of mechanical power on a large scale, the unit adopted is the horse-power, reckoned at 150 lbs. raised through a height of 220 feet in a minute, or 33,000 lbs. 1 foot high per minute — as from the bottom of a mine by a rope passing round a pulley. This is the unit introduced by Watt in rating his steam-engines, and is supposed to have been taken as the maximum work of the London dray horses. The estimate is found to be a third part too high, as applied to draught horses generally ; but as a measure of dynamical force, when applied to inanimate sources of power, it is unexceptionable on that account. The object is served by a definition of the unit ; and horse-power is a name less objec- tionable than any others which have been proposed, unless we are to except the cheval vapeur of the French writers. We have already shown that the magnitude of the individual factors of the product W II may rel- atively change without affecting the result. Now, in the estimate of the horse-power, we have taken 150 lbs. = W raised (or descending) through 220 feet = H in a minute ; but these numbers will mani- festly give the same product by multiplication as 33,000 lbs. — W, raised (or descending) through 1 foot = H in a minute. This affords the simpler enunciation, and is that uniformly adopted. To estimate, therefore, the moving force of a current of water in units of this kind, it is only neces- sary to divide the product W H by 33,000, and the quotient will indicate the equivalent in horse-power. Thus in the example above, we find W H = 1,746,900 dynamic units; which divided by 33,000 gives 52'936 as the horse-power of the current. The same result may, of course, be obtained by taking the reciprocal of 33,000 = ‘000030,303 as a multiplier. And if we take Q to represent the number of cubic feet of water supplied in a minute, we shall have W = 62'5 Q, and, therefore, 62‘5 Q II 33,000 QH 523 ■0018,939 QHwill express the horse-power of the current. Thus in the preceding example, the fall due to a velocity of 10 feet per second is 1 ‘5 5 3 feet = H, and the quantity of water supplied per minute will be (2 X 15 X 10) X 60 = 18,000 cubic feet - Q. Then ‘0018939 X 18,000 X 1'553 = 52‘94 horse-power as before determined. It may also be here observed, that 33,000 lbs. raised a foot in a minute being the same as 550 lbs. raised to the same height in a second, if we take w to represent the weight of water supplied in the WH smaller unit of time, then will ■ = ‘00182 W H represent the horse-power of the stream. Thus in WH the preceding example, w = 300 X 62J = 18,750 lbs. ; and II = 1‘553 ; therefore, ■ ■ = 52‘94 horse- power as before. Also, since 550 lbs. = 8 8 cubic feet of water, if q be the number of cubic feet furnished per second, then 2-— will in like manner represent the horse-power of the current. O'O As all calculations of the velocity are referred to a second as the unit of time, these forms of expres- sion will sometimes be useful in our subsequent investigations, and may be borne in mind. We have hitherto spoken of the power of the water; but in the application of a motive power by means of machinery, we in no case realize the theoretical effect. To produce an effect by a machine, is to overcome the resistances continually and periodically reproduced in a direction opposed to the direction of the moving force during the time of its action ; but in this a certain loss invariably occurs. Thus, confining our attention to the agency under consideration, all the force W H of a current of water directed upon the buckets of a water-wheel does not take effect. A part of the water W commonly escapes, especially in low breast and undershot wheels, between the wheel and the arc by which the water is confined ; and a part of the head H is also lost, both on the entrance of the water upon the wheel and on its leaving it. To these sources of loss we must generally add the amount of motive force annihilated by the counteraction or hack lash of the water in striking the buckets, and the con- traction of the stream at the penstock. These circumstances, to which we shall return, prevent the transfer of a certain amount of the power possessed by the water to the wheel ; but there are, besides, absorbing influences which diminish the useful effect of the power actually developed. In the machine itself, we have the friction of the journals ; and if the velocity be high, as in horizontal wheels working under high falls, the resistance of the atmosphere becomes a sensible quantity. At the geering by which the power is transmitted to the working points, another loss takes place by the friction and shocks of the teeth — individually very small, it is true, but being constantly and often repeated, the sum becomes an appreciable quantity. These resistances, which for our present purpose it is sufficient to indicate, being in some part essen- tial to every arrangement of mechanism, have in consequence obtained the name of passive resistances, in contradistinction to active resistance, by which we understand the useful effect developed. The sum of the two — that is, the whole resistance overcome by the machine, active and passive, useful and non- productive — is its dynamic effect, and is less than the dynamical effect of the water expended by the amount of loss incurred by the factors W X H. From what has been observed, respecting the development of mschanical power, its measurement Deing the force requisite to elevate a given weight through a known space in a defined unit of time, it is manifest that the higher the velocity of the machine, the greater will be its efficiency, supposing always the resistance overcome to preserve the same intensity. If, therefore, we put w to represent the weight equivalent to the useful or active resistance, and v the velocity with which it is overcome, also w' X v' to denote the same quantities in respect of the passive resistances, we shall have as the 844 WATER-WHEELS. expression of the ■whole dynamical effect of the machine, wv v'. But as all resistances, active and passive, upon the machine are reducible to the common velocity v, we may put W to represent their entire sum ; and, therefore, denoting by E the whole dynamical effect, we shall have E = W «. In words : the effect of the mover is equal to the resistances overcome. From this, we observe that the effect does not depend upon the magnitude of the individual factors, but upon that of their product. By means of geering, the working speed may be made a hundred or a thousand times greater or less than that of the first mover ; but when this is the case, the weight ele- vated will be correspondingly diminished or increased in amount, agreeably to the maximum univer- sally recognized in mechanics, that whatever is gained in speed is lost in force, and vice versa. The factor v is in practice easily ascertained by observation ; but W being the sum of resistances opposed to the movement of the machine, and often consisting of many particulars imperfectly ascer- tained, and only ascertainable by direct experiment, usually of some difficulty, this factor, and conse-' quently the whole effect E, does not always partake of that certainty which is desirable, in comparing the work done with the power expended. But this last, which we have represented by W H, being always greater than E, we know that whatever may be the efficiency of the wheel, these forces must have the relation E = in W H, in which m is a fraction less than 1, but different in different cases and conditions, and only determinable by direct experiment. Taking the force expended, viz., ¥H = 1, the coefficient m will express the ratio of the effect realized in the active and passive resistances of the mover to that force. It can never equal 1, for then the whole moving force would be realized by the wheel, which cannot possibly happen by any adaptation hitherto discovered ; much less can it exceed 1, which would imply that the power realized is greater than that expended. The values which it bears in particular cases will be subsequently investigated at considerable length, taking as the basis of dis- cussion the numerous experiments which have been directed to its determination. In the mean time, it will be sufficient to observe, that it very rarely exceeds 0 80, and not unfrequently, in undershot-wheels, it falls below 0’25. In wheels coming under the denomination of high breast and overshot, the common value ranges from 0-75 to 0-66. The formula E = a WH is general ; it applies to any hydraulic mover under any circumstances, and, therefore, the effect and producing cause may always be thus compared. When the fall is Active, we have seen that it may be determined in terms of H, from the known relations of the velocity Y generated in the current, to the generating head H. But in the case of an undershot-wheel acting by a Active head, although the formula of ultimate comparison remains the same as for an overshot-wheel acting under a real head, the mode of action is different, and requires a separate consideration. Taking a case of the most simple kind, in which the wheel is furnished with radial floats, and acts in a confined rectilineal course, in which the current of water flows with a velocity of V feet per second, it is obvious that the motion of the floats must, under the supposition of the wheel beiffg burdened, be less than Y when impelled by the current ; since it is clear that the fluid could have no effect upon them if they moved at the same velocity, and would retard rather than impel the wheel at any higher velocity. Moreover, in impelling the floats at a given velocity v, there must remain in the water, after it has passed the wheel, a certain velocity which is always greater, and cannot manifestly be less than v. If, according to the supposition, the floats so completely occupy the watercourse that no particle of the fluid can pass without acting upon them, the velocity retained by the current would evidently be the difference between the initial velocity V, and that imparted to the surfaces opposed to its motion. But this condition, although not actually, is virtually fulfilled in every case analogous to that assured, how- ever imperfect the arrangements in scheme and construction. Although a highly mobile fluid, there is a certain cohesion among the particles of a current of water, by which an equilibrium of motioii is, if not uniformly maintained, at least quickly established in cases of disturbance. The interruption offered tc one portion of the mass is speedily communicated to the whole. The uninterrupted particles, by the mutual cohesion existing in the mass, act upon those to which the interruption has occurred, and there- by reciprocally communicate and lose a portion of the velocity which they possessed. An equilibrium may not be thus instantaneously established. Like other ponderous bodies, the fluid particles possess inertia, and, therefore, require time to receive and communicate motion ; but the action is no less certain and essential to the conditions assumed. We may, consequently, without risk of error, presume that in all cases the velocity retained by the water after it has acted upon the float of the wheel, will be fairly expressed by V — v. This velocity is, moreover, lost as respects the efficiency of the wheel: it has produced no effect. Now, from what has been before stated, we know that the head equivalent to V 2 the initial velocity V of the current may be expressed by — — ; and extending the same principle to the ~ 9 v 2 velocity v communicated to the wheel, the head equivalent will be expressed by— — ; and the head lost J (V — -vf in consequence of the unemployed velocity V — v will, in like manner, be represented by — . The vertical section of the stream being, therefore, designated as before by s , the whole weight of water acting upon the wheel, in a second of time, will be represented by 62'5 s V, and this multiplied by 60 will be the quantity acting in a minute = W. The dynamical effect of the impulse will; therefore, be expressed by ( V 2 d 2 (V — A 2 \ W — J reducible to — (V — v)v 2 3 *3 2 g ) g K by performing the operations indicated. And designating by li h' h", the heights of head due to the three velocities Y, v, and V — v, we have the equivalent expression W Ih — h' — h”\ WATER-WHEELS. 845 The two last terms in the parentheses manifestly diminish the effect produced. Were they zero, this effect would then be W h, which is the whole dynamic force of the current, since h represents the total head due to the velocity V. In order that the first of the two last terms may be zero, it i*necessary that v = 0 ; and on this supposition, the whole expression vanishes, showing that no effect is realized — which is manifestly the case where the wheel has no velocity. The expression further shows that the velocity preserved by the water after it had acted upon the floats depends upon the relation of V and v, and in order that V — v = 0, the wheel must have the same velocity as the current. In this case also the whole expression vanishes, or the power realized is nothing ; for then the whole force of the water will be absorbed by its own velocity, and could only turn the wheel at an equal velocity when the burden (including its own weight and passive resistances) of the w 7 heel is nothing. The formula is, therefore, consistent with itself in the most extreme cases, and may be accepted as a fair representation of the effect realized in all intermediate conditions. There are other modes of establishing the rule, which it may be at least satisfactory to state, more especially as it will be necessary to resort to them in a subsequent part of the inquiry. According to a well-known notation in dynamics, the weight of a body divided by gravity g is called tbe mass ; and the mass multiplied into the velocity in feet per second is denominated the quantity of movement, or pressure of the body. Adopting this notation, and denoting the weight of fluid which flows in a second by w, and its velocity by V ; then the mass will be represented by — and tbe quantity of movement or pressure by — V. But the floats of the wheel are assumed to recede from the impulse with a velocity of v feet per second ; the pressure exercised upon them will therefore be reduced to - (V — v ) ; but the space passed through by the wheel, impelled by this pressure, is v feet per second ; consequently the dynamical force (the product of the pressure and velocity) will be — (V — v) v per second; or taking W = 60 w, it will be W 3 — (V — v) v per minute. But as before observed, 9 W,„ , , Tr \ V 2 v (V— u) 2 ) ( V — v)v = VV < 9 1*9 2 g ’■9 2 g S as may be found by reduction of this last expression. From the principle formerly adverted to of the relation of the velocity possessed by a falling body, to the height through which it must have fallen to acquire that velocity, it follows that the weight being w pounds, and the velocity Y feet per second, there must be accumulated in the body a number . . . V 2 of units of dynamical force represented by the former w — as before shown. After it has passed from the velocity V to the less velocity U, there will be accumulated in it the number of units of force rep- U 2 resented by w — — There will therefore have been taken from its dynamic force a number of units 2 9‘ V 2 U 2 W represented by w w — = — (V 2 — U) 2 . Now this must be equally true of a current of water "9 ^ 9 " g or of any other body ; consequently, if the velocity with which it meets the floats of the wheel be V, and it escape with the reduced velocity U, the force lost by its action will be expressed by W __ (V 2 -U 2 ). But this force has been lost by impulse upon the floats, and ought, theoretically, to have been en- tirely communicated to them. On this assumption, if v denote the velocity of the wheel in feet per W second, and p the pressure overcome, then will p v = — — (V 2 — U 2 ). But on the assumption that the water meets the floats of the wheel without shock, it will leave them with a velocity, as before shown, of (V — v — U) feet per second ; consequently, putting for U 2 its equivalent (V — v)' 1 and reduce our formula by performing the operations indicated, we find pv= rg (v ' 2 -(Y- 2 D W ■ vf) = -- (V — v) v which is the same expression which resulted from the preceding modes of investigating the question In the case of purely undershot and other impulsive wheels, we may therefore assume the effect, E = Wi |^( V— '’) ^ in which, as before, m is coefficient determined by experiment, and W the weight of water in pounds per minute ; and V and v are respectively the velocities of the water, and of the periphery of the wheel in feet per second. This formula was first given in all its precision and generality by Borda, in his memoir on water- wheels, presented to the French Academy in 1767. Having called z the velocity with which the wal“- 846 WATER-WHEELS. abandons the machine, and — to 2 the sum of the losses of vis-viva sustained by the fluid, he gives, as a gen- eral corollary to the principles demonstrated in his memoir, the relation, P v = 'P(h—~ ‘ V 2y2u/ which is exactly the same as that above established, p being the pressure overcome by the wheel, v its velocity in feet per second ; P the total pressure due to the weight of water, and h the head real or Active ; u — V ■ — v the difference of velocity of the current and of the periphery of the wheel. Deceived by his formula, he, however, remarks that in the case of the greatest effect u = 0 and z = 0 ; whence p v = P h, which in plain language signifies that the wheel being at rest, the whole power of the stream is realized. This is evidently absurd ; but the absurdity is in the interpretation, not in the formula. When u and z are respectively zero, no power is realized, but the floats of the wheel entirely obstruct the passage of the water, and sustain the whole pressure P h. But pressure without motion is not power. The error has, however, been reiterated until it has assumed the position of an established prin- ciple. Thus every writer since Carnot has laid it down, as the basis of the theory of hydraulic ma- chines, “ that in order that the machine may produce the greatest possible effect, it is necessary that the water shall arrive and act upon it without shock, and quit it without velocity.” That the maximum effect be obtained, it is admitted that there must be no percussive action ; the fluid must lose its velocity by insensible degrees ; but to suppose that it shall quit the wheel without velocity, is to suppose that the wheel itself has motion equal to that of the stream, and consequently produces no mechanical effect. The doctrine is, however, true, if, instead of velocity, we read “ relative velocity.” In this case no water will escape that has not given up a certain amount of its movement to the wheel, and it will clearly pos- sess the least quantity of motion consistent with its action upon the floats, namely, an absolute velocity equal to theirs. On this condition we shall have v — Y — v and therefore v — $ V, which implies that the wheel ought to take half, and only half, the velocity of the current. We shall hereafter And that this conclusion requires modiAcation ; but in the mean time it is suffi- cient to intimate the mode of calculation, and to point out the theoretical conditions which form the basis of inquiry. It now only remains in this place to indicate the general principle of the reaction of water. Accord- ing to Newton’s third law of motion, action and reaction are equal in amount and opposite in direction. This proposition assumes the character of an axiom, when the mind is directed to the reciprocal action of solids, since it is clear that any body acting upon another by pressure, for example, must itself ex- perience a reaction equal and directly opposed to the action which it exercises. In the same manner, whenever a force, as that of gravity, pressing upon a fluid, causes it to issue through an orifice formed in the side of a containing vessel, a force equal and contrary to that with which the stream issues will, in consequence, be expended upon the side of the vessel opposite to the oriflee of escape. To explain this very briefly : when a part of the weight of a fluid is expended in producing motion in any direc- tion, an equal pressure is necessarily deducted from its pressure in the opposite direction, for the gravi- tation employed in generating velocity cannot at the same instant be causing pressure. Supposing an oriflee to be made in the bottom of a vessel Ailed with water, a column of the fluid will descend through it, and will expend during its descent a quantity of pressure equal to a column of twice the depth of the fluid in the vessel, and having an area equal to the least section of the stream. For exam- ple : suppose the vessel to be 16 feet deep, and to be kept constantly full, the velocity of the stream will be 32 feet in a second ; and, therefore, a column of 32 feet of length will pass through the oriflee in each second, with the whole velocity derivable from its weight acting for the time. It is therefore clear that an equal amount of the pressure of the fluid in the vessel must be expended in producing that velocity, and must of course be deducted from the weight of the whole fluid — that is, from the entire pressure which it would otherwise exercise on the bottom of the vessel. Now, what is true with respect to vertical descent, is equally true when the motion is in any other direction. When the orifice is formed in the side of the vessel, the pressure upon that side will be diminished by as much as the pressure employed in producing the motion ; and the effect of the diminution of the pressure in that direction will be the same as if the vessel were subjected to an equal pressure of any other kind in an opposite direction. And, moreover, the pressure being lateral, and therefore perpendicular to the only direction in which a vertical force, like that of gravity, can itself act. it must be derived from reaction of the opposite surface of the vessel upon the moving particles of the fluid, and may be assimilated to the constant pressure of a spring interposed between the moving particles and the part of the vessel im- mediately opposite to the orifice. In this position the spring must needs act in a direction exactly con- trary to that of the movement impressed upon the fluid, and with an intensity exactly equal to the hy- draulic pressure — that is, to the force due to the volume of water issuing by the orifice. Now, if .$ be taken to denote the cross sectional area, in square feet, of the stream, and h the depth of the water above the centre of the orifice, then the quantity of water discharged in a second will be s V 2g h cubic feet, and the weight 62'5 s V 2g h. But the hydraulic pressure due to this volume of water will be 62 - 5 s X 2 h, which is the weight in pounds which would be necessary and sufficient to prevent the vessel from receding in a direction opposite to that in which the water issues. To approach the actual condi- tions : suppose a vertical cylinder with two hollow tubes inserted near its base, and projecting laterally at right angles to its axis ; that these tubes are closed at their outward extremities, and communicate freely with the interior of the cylinder ; that an orifice is pierced near the extremity of each on opposite sides of their common axis, and in a plane passing through that axis perpendicular to the axis of the cylinder. If this apparatus be placed on a vertical axis, round which it is free to revolve, it will consti- tute that variety of hydraulic machine known as Barker’s Mill, and may be considered a type of those machines which derive their power from the reaction of fluids. Water being let in to fill the vertical WATER-WHEELS. 847 cylinder, it will flow into the horizontal tubes, and issue by the lateral orifices , but in thus finding vent into the atmosphere through the (contrary) sides of the tubes, these will be made to recede in a direc- tion opposite to that in which the water flows out, and thereby produce a circular motion of the appa- ratus round the axis by which it is confined. To arrive at a general notion of the power developed by the revolution of the machine, let us denote the depth of the cylinder above the level of the orifices by H, and the sum of the cross-sectional areas of the jets by S ; if the cylinder be kept constantly full of water to the depth H, then the weight which must be applied in an opposite direction to that in which the machine tends to revolve, and at the same distance from the axis of revolution as the centres of the orifices, to prevent the machine from getting into motion, will be 624 S X 2H lbs., this being the hydraulic pressure due to the quantity of water S s/iyti. cubic feet discharged each second. Otherwise expressed, the weight necessary and sufficient to balance the hydraulic pressure, and thereby to prevent the machine from revolving, is that of a col- umn of water equal in length to twice the head, and having an area of base equal to the sum of the cross-sectional areas of the two jets. This is found to agree with experiment, and it may be determined from a priori reasoning. In every body falling freely, the velocity acquired in a given unit of time is such as would carry it through double the space which it has fallen during the next equal unit of time, supposing gravity to cease to act upon it. There must, therefore, have issued by each of the orifices of the machine, a column of water equal to double the height of the surface above the orifices, that is, 2 II, and the weight of such column is manifestly 624 S X 2H. This will then be the condition of the machine held in a state of rest by a weight balancing the hy- draulic pressure of the water discharged by its orifices. But when it is allowed to get into motion another important condition is superadded. Centrifugal force is brought into action, and increases the pressure of the water at the orifices, and thereby augments the quantity discharged in a given time, and also the intensity of the reaction, exactly as if the head-pressure or depth of the cylinder were cor- respondingly increased. A common expression for the centrifugal force of a body revolving in a circle at a distance x from the w . . v centre of motion is — J 2 x, in which w is the angular velocity at the distance x, and is = - when v ex presses the absolute velocity in feet per second, at the distance x. Now, if the mass — of the body ad- vance in the direction of the radius outwards, through the element of space d x, in an instant of time, the . . , V) quantity of action (vis viva) created by the centrifugal force will be -uLIi. But this, being true of n solid body, will be equally true of the molecules of water in the arms of the machine. If, therefore, these arms commence at a distance r and extend to a distance R (the centres of the orifices) from the centre of rotation, we shall have, by integrating for the space between r and R. the length of each arm. R / u 2 .rd.r = 4-u, 2 (R 2 — r 2 ). r 9 9 And since u> = — , if we take the quantity of water vi = 1, we have, as the pressure at the orifices due to the velocity of rotation, w v 1 / r 2 \ 4 - u *( R *_ f .* )= (i__y 9 2.0 \ R-/ If, therefore, we add this orifices of the machine, to the initial head-pressure H, we shall have as the whole pressure at the II Now, under this pressure, the expenditure of water will be increased as v'2y II to v/2y II -f v* ^1 — -^Y that is, as 1 to ^l+4i(l-^)’ putting V for the velocity due to the initial head H; and supposing the permanent head II to have been increased by the quantity ~ ^ l _ L ^ by directly increasing the depth of the cylinder, it is plain, from what has before been stated respecting the force of reaction, that the weight which would just be sufficient to keep the machine from getting into motion, would be «2-5SX2|h + £(,_^)|u* This, then, is the whole pressure of reaction due to the increased head II + — ( 1 ■ but the le- '2 g \ R7 ’ p J p V action due to the Active part — p — is obtained in consequence of the rotatory motion of the 848 WATER-WHEELS. machine, with a velocity of v feet per second ; a portion, therefore, of the whole reaction due to the quantity of water expended, must have been consumed in communicating that velocity to the volume of water discharged in that second of time. The pressure, thereby withdrawn from that due to the condition of rest will be expressed by the mass X into the velocity, that is, by 62'5S v /2 i/ H + » ! (l- j | i ) 9 XV ’ and this pressure being subtracted from the pressure due to the whole force of reaction, there remains the whole effective pressure, that is, the resistance or load which the machine can overcome at the given velocity, v feet per second. The operation being performed, we obtain 62JS 9 But the weight of water discharged in a second is 624 5 therefore, 624 S = If, then, we put for 624 S in the foregoing expression this equivalent, and reduce, we obtain the conve- nient formula, Now, this being the pressure acting upon the machine, and the velocity being v feet per second, the power transmitted, supposing no loss, will be and putting V = v / 2 £rH + w s (l — or (V — v) v, the formula takes the form 9 in which w = the weight of water discharged in a second ; V the velocity of the issuing jets, and v the absolute velocity of the machine, in feet per second. The theoretical rule thus agrees with that estab- lished for wheels which derive their efficiency from the impulse of the stream, thereby verifying the doctrine that action and reaction are equal. There still remains, however, to determine the value of the experimental coefficient m, with which this expression must likewise be affected to render it avail- able in practice ; but this being different for differently constructed machines, we cannot pursue the inquiry in this place. The rule may be otherwise established thus : The whole laboring force, or mechanical efficiency of the water, expended under a head-pressure of H + ^ 1 — — J feet, will be But of this efficiency there is consumed in giving rotatory motion to the water, and thereby raising the v 1 / r~ \ v' / r 2 \ head-pressure — ^1 — — 2 ^, the quantity — v 1 ^1 — w Hch consequently falls to be deducted from the entire efficiency of the fluid. Again, the water leaves the machine with a certain amount of velocity remaining in it, namelv, a velocity equal to the difference between that with which it issues from the orifices under the virtual / r 2 \ head H -f- — ^1 — — and the velocity of the machine measured on the tangent to the circle through which the orifices revolve ; this difference of velocity will be expressed by v' 2 s'H + u 2 (l — ^ 5 )— v, and the quantity of laboring force due to it will be 2 9 j v / l 2yH+* 2 (l--L)_rj. WATER- WHEELS. 849 This likewise falls to be deducted from the laboring force due to the water expended under the head II -f- — — W')’ * eav * n » efficiency communicated to the machine which is the same formula as we obtained by the preceding investigation, and which, it may be well to ooserve, would correctly represent the action of the machine, were it not that it is liable to modification by certain incidental influences, which remain to be examined when we come to treat of the details of construction, and other circumstances by which the efficiency of the machine is affected. We now pass to the examination of the different varieties of wheels before indicated, and shall take them nearly in the order given, but under a somewhat more convenient division Bucket-wheels . — Under this head we include those nominal varieties of vertical wheels — overshot and breast — which are provided with buckets upon their peripheries for the reception of the water, and which, therefore, derive their efficiency chiefly from the weight of the fluid received into the buckets. This form of wheel, at whatever point the water may be received upon its circumference, is the most obvious in its action. No hydraulic machine could be more simple : a given weight descends from a given height ; a known power is thus expended, to which the work performed ought to bear an assign- able relation. The older bucket-wheels which we encounter are constructed of wood ; but that material, once of almost universal use in constructive mechanics, is fast giving place to iron, and in a few years hence we may expect that a wooden water-wheel will be as rare, and as much an object of antiquarian interest to those who take pleasure in reviewing the progress of the industrial arts, as wooden geering has already become. Many of those wheels still continue to exhibit in their constructive details a very su- perior style of workmanship, and an attention to durability which, in several instances within the knowl- edge of the writer, the lapse of a century has hardly conquered. The best specimens, no doubt, only remain of the truly old construction, while those of an inferior grade have disappeared and been replaced by wheels of modern construction, in which iron, if not the sole material, holds at Jeast a prominent place. 3774. Another peculiarity, not indeed uncommon in wheels of recent construction, although generally aban doued by millwrights who make pretensions to a superior knowledge of the principles which ought to govern the transmission of hydraulic power, unless the conditions be dictated by extraneous circumstan- ces, consists in passing the water over the summit of the wheel into the buckets in the manner 'represented in Fig. 3174. This arrangement constitutes literally an overshot-wlieel; but while we have preserved the name, it is no longer deemed necessary to apply it literally. In the present accep- tation of the term, nothing more is implied than that the water is received into the buckets near the summit of the wheel ; and, in ordinary practice, those wheels reckoned as overshot, by strict definition Vol. II.— 54 850 WATER-WHEELS. some under the designation of high-breast -wheels. One of the finest specimens of this construction yet erected is that represented in Figs. 3778 and 3779, in which the height of the fall bears to the diameter of the wheel the relation of 9 to 10. In the purely overshot-wheel this relation, as we shall immedi- ately have, occasion to show, is very nearly inverted. 3778. 3779. In the construction of wheels of this class, the technical points which remain to be considered, after de- termining the diameter and breadth of the wheel from the height of fall and quantity of water furnished by the stream, are the axle and its journals, the arms and their connections, the shrouding, sole, and buckets. The subject of the axle and journals has already been very fully noticed w 7 hen treating of shafts in the article on Geering, (which see ;) but it may be here added that in iron wheels of great weight and breadth, in which the axle is consequently of corresponding diameter and length, and especially when the wheel is to be transported to a considerable distance from the work at which it is constructed, it is not uncommon to make the axle of two, or even of three parts. When the axle is formed in this man- ner, the parts are fitted together by turning, and are secured by bolts in strong flanges cast upon the contiguous extremities. Fig. 3775 will convey an idea of this arrangement in its best and most endur- ing form — that in which it is least liable to objection. But no force of ingenuity can render it safe ; the constantly changing position of the weight ultimately, and sometimes, indeed, very speedily, acts injuriously on the bolts, thereby relaxing the joint, which it is all but impossible to refit with any pros- pect of durability. This result is greatly delayed by boring the bolt-holes in the flanges, and turning the bolts exactly to fill them. In fitting the parts together permanently the bolts ought to be inserted hot and have the nuts fully screwed up before they have contracted to their normal length. As a fur- ther precaution, the bearing surfaces may be rusted together by washing them immediately before they are put together with a dilute solution of sal-ammoniac. In wheels composed entirely of wood, the eight principal arms are commonly disposed in parallel pairs, crossing each upon the axle to which they have no positive attachment. The arms at the points •»f crossing are bolted together in sets of four, and the two frames thus formed are set apart upon the axle at a distance from each other, determined by the intended breadth of the wheel, and are bound to- gether by tie-rods, and not unfrequently by diagonal struts when the breadth of the wheel is cousidera He, yet not sufficient to require the introduction of an intermediate set of arms and partition shrouding WATER-WHEELS. 851 The framing is further secured in its place upon the axle by wedging. The material used for this pur- pose is commonly oak, which, on being driven as firmly as the nature of the material will admit, is in- terspersed with thin iz’on wedges to give further compactness and solidity to the joint, and to prevent the packing from relaxing. These crosses of four arms each thus fixed in position sustain the two late- ral shroudings between which the buckets of the wheels are inserted. They are termed the master, main, or principal arms ; and in wheels of very small diameter — 14 feet and under — there are no other employed. But when the diameter of the wheel exceeds the limit at which the arcs of the shrouding would be safely supported at that minimum number of points, a series of auxiliary arms are introduced, in sets of four, on each side of the wheel. These secondary arms do not cross each other at the axle as the principal arms do, but are simply made to abut against its faces, where they are secured by filling blocks, laid in in different ways, according to the number of auxiliaries introduced. They are further secured by bolts to the master-arms, which they are always made to cross in the manner rep- resented. When the wood is sound, and no particular circumstances intervene to increase the strain upon the wheel, the strength of the arms may be computed by the ordinary rules applicable to the kind of wood employed in the construction. In a very elegant specimen of 48 feet diameter the arms at the base are 8 inches square, and taper to 6 inches at the extremities. In wooden wheels of more modern construction, instead of the arms being framed together upon the axle in the manner just described, their bases are inserted, and generally fixed by wedges in iron cen- tres previously fitted upon the axle. This is a much more elegant and substantial arrangement, and is applicable to all the varieties of vertical wheels, and to all diameters ; but it does not always happen that the mode of fitting is the best adapted for durability or convenience of repair. Very commonly the centres are solid castings, with recesses in the periphery corresponding in number and size to the arms which they are intended to receive ; and when the arms are formed of malleable-iron bars, this arrangement is all that could be desired. But for wooden arms, the recesses ought to be considerably more in breadth than the butts to be inserted into them ; and these ought to be fixed, not with iron, but by wooden keys, and without the aid of bolts. If the outside cover be cast separately as a loose ring, and bolted upon the centre after the butts of the arms are fitted, it will allow of the recesses to be formed widest at bottom, and the butts to be made dovetail-shaped, and secured by parallel keys a a, in the manner represented by the arms A A, in Fig. 3776. These recesses, when the work is of a superior character, would be planed on all , the bearing surfaces, and the cover might be fitted by turning. This mode of fitting is equally suitable for cast-iron arms, except that the keys are in that case ren- dered unnecessary by the butts being made to fill the recesses, and are carefully fitted- by planing. They are also secured by bolts, and it is not often that any cover is employed. When the wheel is of small diameter the centres and arms are sometimes, and advantageously, formed of one casting. In this case no fitting is required ; and although the moulder’s labor is greater, there is an ultimate economy, when the diameter does not much exceed 12 feet, which more than balances the excess of foundry cost. In one small example we have observed the principle extended to the shroud ing ; each side of the wheel consisted of a single casting, and the two were simply bound together by a few tie-rods, and the sheet-iron plates, of which the buckets were composed. The shrouding is formed of two annular plates, which, in wooden wheels, are composed of plank, of 3-J inches to 7 inches thick, shaped and jointed together similarly to the felloes of a carriage-wheel. Instead, however, of the joints being formed by simply abutting the extremity of one piece upon that adjacent, the extremities are checked to half their thickness upon opposite sides, and overlapped. Sometimes also the joints are made by scarfing, when not opposite to the arms, and strengthened by plates of iron laid into recesses flush with the general surface. The other joints which receive the ex- tremities of the arms are half-checked on the exterior surface, and are connected by the palms, which are usually counter-checked on the inner face, to fall flush into the recesses prepared for them in the ends of the pieces which they are intended to connect. With the old millwrights it was not uncommon to form the joints of the better class of wheels by mortise-and-tennon, and sometimes by joggles a method which seems to us equally efficient and less expensive. In the older wooden wheels the shrouding is usually of a greater depth than is consistent with mod- ern practice. At present we meet with few examples in which the shrouding is more than 12 to 15 inches deep, whereas a depth of 20 inches was formerly not uncommon. This is a subject, however, which will require to be considered subsequently, as also the width of the wheel or distance between the shrouds. The width of the wheel determines the length of the buckets. These extend between the shrouds, except in very broad wheels, in which an intermediate or partition shrouding is sometimes introduced to give support to the buckets at the middle of their length. This is usually resorted to in wooden wheels when the breadth exceeds 8 feet, but it is not uncommon to find iron wheels of double that breadth without any partition shrouding. In this class of wheels it is, indeed, an excepted case in which we find this arrangement adopted in the entirety exhibited by the older specimens. In these the par- tition shrouding was, in all respects, a duplicate of the lateral shrouds, and was like them attached upon arms radiating from an independent centre, placed intermediate to the two others upon the axle of the wheel. Besides giving additional rigidity to the struction, it served to carry the medial extremities of the buckets, which being formed of plank, did not admit of that ready mode of staying, so convenient with sheet-iron buckets, as exemplified in Fig. 3778 and elsewhere. The shrouds being properly adjusted and fixed in relation to the axis of motion, a circular runner ot plank having a transverse section of 3 X 3 inches, is attached by wood-screws to the interior face of each of the shroud-plates, and upon this the ends of the sole-planks are supported. We speak of the best form of construction ; but more frequently the sole-planks are simply fitted and fixed upon the in- terior circumference of the shrouding ; and this arrangement has its advantage in the facility which it 852 WATER-WHEELS. allows for the repair of the sole, a9 the planks may be taken off without disturbing the buckets in then vicinity. When the sole is completed the wheel has the appearance of a large drum with radial flanges, between which the buckets are to be fixed. The extremities of the planks of which the buckets are formed are commonly received into mortises cut in the contiguous faces of the shroud-plates ; or into grooves formed by narrow runners of wood nailed upon the plates. A still better mode of fitting is to sprig the buckets in their places, or to mark off their form and positions upon the inner surfaces of the shrouding, and fill in the spaces between them by plates of board cut to the proper form. When the first method is adopted it is necessary to insert the radial part DF of Fig. 3780, before fixing the sole- planks ; but by forming grooves according to the latter methods, the sole may be completed previous to any part of the bucketing being prepared. When the method of mortising is adopted it is, on the contrary, more convenient to make the bucketing precede the application of the sole-planking. It is of little moment which of these methods be adopted in practice, and the circumstances of the particular case will invariably determine that which may be resorted to with most advantage ; but it is of the ut- most importance that in the process of deeding the wheel be not thrown out of truth. To avoid this, the operations ought to proceed from at least two points ; and if the wdieel be of large diameter it will give a better chance of correctness to distribute the operations over the four quadrants of the wheel, taking alternately that immediately opposite and contiguous as the next in succession to be operated upon. Each bucket consists usually of two plates placed at a determinate angle A D F, Fig. 3780 ; and some- times of three, as in the form indicated at P M. The bucket is an essential part of the wheel, which ought to be determined not by the rule-of-thumb practice admissible in some of the less important details, but from a competent regard to the conditions involved. Upon their form depends, in a great measure, the effi- ciency of the wheel as a hydraulic motor ; and although with wood the true conditions which lead to the best effect can only be very distantly approximated, it may still be of advantage to indicate these as nearly as the circumstances will admit. Having determined the diameter of the wheel and the depth of the shrouding — the rules for which will be hereafter adverted to at length — let portions of their circles A S and B Q be described from a common centre, as O in Fig. 3780. Let the depth A B of the buckets be divided into three equal parts and with a radius to C, making BC = | AC describe the arc C D E of the third circumference upon which the centre of gravity of the water contained in the buckets will always be found, at least very nearly. This radius, marked 0 r in Fig. 3774, is termed the dynamic radius of the wheel, and it is of importance that it be correctly defined. The distance of one bucket from that succeeding it is measured upon this last circumference, and may be taken generally at 12 to 134 inches. The common practice is to divide the circumference into four equal parts, and in each quarter is inserted the same number of buckets, the distance being made to vary slightly with the size of the wheel. But it also follows from this practice that the number of buckets will not be exactly proportional to the diameter. An approximate rule is to double the number expressing the diameter of the wheel in feet, and call that or the next higher number divisible by 4, the number of buckets. Thus the diameter being 12 feet, the number of buckets 24. “ “ 17 “ “ “ 36. “ “ 21 “ “ “ 44. » « 05 « “ “ 50, In greater diameters, the proportion increases thus : Diameter, 28 feet Buckets, 60 “ 32 “ “ 72 “ 38 “ “ 84 We do not instance these as examples to be copied, but simply in illustration of a practice not yet quite obliterated, of referring the mo3t vital conditions of the question to a haphazard empiricism, which pre- tends to no better foundation than its affording an easy approximation. The proper elements from which the capacity of the buckets ought to be determined are the quantity of water to be used and the angu- lar velocity of the wheel, subjects which will be subsequently considered in relation to this and other questions of equal importance. The circumference described by the dynamical radius of the wheel being divided into equal parts, C, D, E, &c., in number equal to the number of buckets which the wheel is intended to have, the radial lines C B, D F, E G, a 00 12 33 106§ 22$ 214 3520 2560 2153 10 : 6T 10 : 8-4 13 33 146§ 28 274 4840 3520 2846 10 : 5-9 10 : 8T O 14 35 65 19$ 164 2275 1560 1466 10 : 6-5 10 : 9-4 JO 15 35 120 214 254 4200 2880 2467 10 : 5-9 10 : 8-6 16 35 163! 25 26! 6728 3924 2981 10 : 5-2 10 : 7 6 o 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. From this table we perceive the small effects produced by an increase of the head A c — li above the wheel. On the general results, he observes, that “ the power of the water computed from the height of the wheel only, appears to observe a more constant ratio” than that between the power of the water reckoned from the whole descent and the ultimate effect. Thus the ratios in column 9 differ from that of 10 : 7 - 6 to 10 : 5'2 ; whereas, taking the mean set down in column 11, “we find the ex- tremes to differ no more than from the ratio of 10 : 8T to 10 : 8'5 ; and as the second term of the ratio gradually increases from 8T to 8‘5, by an increase of head from 8 inches to 11 inches, the excess of 8'5 above 8T is to be imputed to the superior impulse of the water at the head of 11 inches above that of 3 inches ; so that, if we reduce 8T to 8, on account of the impulse of the 3-inch head, we shall have the ratio of the power, computed upon the height of the wheel only, to the effect at a maximum as 10 : 8, or as 5 to 4 nearly ; and from the equality of the ratio between the power and effect, subsisting when the constructions are similar, we must infer that the effects, as well as the powers, are as the quantities of water and the perpendicular heights multiplied together respectively.” These inferences are corroborative of the principles which we have attempted more formally to illus- trate ; but we must also quote his remarks “ concerning the velocity of the circumference of the wheel, in order to produce the greatest effect,” as they are still frequently appealed to in justification of an erroneous interpretation of a true doctrine. The doctrine is thus stated by the author : — “ If a body is let fall freely from the surface of the head to the bottom of the descent, it will take a certain time in falling ; and in this case the whole action of gravity is spent in giving the body a certain velocity : but if this body in falling is made to act upon some other body, so as to produce a mechanical effect, the falling body will be retarded ; because a part of the action of gravity is then spent in producing the effect, and the remainder only giving motion to the falling body : and therefore the slower a body de • 870 WATER-WHEELS. »cends, the greater will be the portion of the action of gravity applicable to the producing a mechanical effect ; and in consequence the greater that effect may he. “ If a stream of water falls into the bucket of an overshot-wheel, it is there retained until the wheel by moving round discharges it : of consequence the slower the wheel moves, the more water each bucket will receive ; so that what is lost in speed, is gained by the pressure of a greater quantity of water acting in the buckets at once ; and, if considered only in this light, the mechanical power of an overshot-wheel to produce effects will be equal whether it moves quick or slow : but if we attend to what has been just now observed of the falling body, it will appear that so much of the action of gravity, as is em- ployed in giving the wheel and water therein a greater velocity, must be subtracted from its pressure upon the buckets, so that, though the product made by multiplying the number of cubic inches of water acting in the wheel at once by its velocity will be the same in all cases ; yet as each cubic inch, when the velocity is greater does not press so much upon the bucket as when it is less, the power of the wa- ter to produce effects will be greater in the less velocity than in the greater : and hence we are led to this general rule, that cteteris paribus, the less the velocity of the wheel, the greater will be the effect thereof." According to this view of the subject we ought to introduce into our formula a further reduction of H depending upon the velocity of revolution, and which would therefore be a function of v. But if the mode in which li" has been obtained be observed, it will be found that the circumstance which Mr. ijmeaton had in view is there included. It is admitted that the gravitation of the fluid in the buckets cannot at the same time be producing pressure and velocity ; but we have laid it down as a condition, which Mr. Smeaton also insists upon, that the water must have a higher velocity than the circumference of the wheel at the moment of its passing into the buckets. This condition being fulfilled, it is then clear that as no additional velocity has been generated in the fluid, after it has entered the buckets, no part of its power is thereby consumed below that level, and that all its effect will be realized upon the wheel. In other words, the effect of the volume of water on the loaded arc will be expressed by W X c D. This may be exhibited somewhat more formally, and as a preliminary step let it be required to prove that the weight of fluid carried in the loaded arc of the wheel, from the level of c to the lower level D, is equal to the effort which would be exercised by the weight of a prism of water G II placed at the extremity of the dynamical radius O P, the height of the prism being equal to c D, and the area of its base equal to the cross-section of the fluid arc, if the water in the buckets were uniformly distributed, and formed a continuous arc. To show that this is true statically, it will be sufficient to prove that the moments of pressure are in the two cases equal. For this purpose let it be supposed that the lengtl of the fluid arc is divided into an infinite number of small elementary arcs, such as m n having a cross section . r s. But the triangles m n t and rOs are similar ; hence mn . r s = 0 r . p q, and therefore, a . m n . $ . r s =■ a .

q. Now the sum of all the partial moments will be the moment of the entire arc, and will be found by multiplying the common factor a . . 0 r by the sum of all the small heights p q of the elementary arcs ; this sum is evidently / o 5 | Load at the maximum. 1 Water expended in a | minute. I Power. Effect. Ratio of the power and effect. Ratio of the velocity of the water and wheel. Ratio of the load at the equilibrium, to the load at the maximum. •sjuouiuodrj • ‘ 1 i In. 33 88 in. 15-85 30- lb. 13 oz. 10 lb. oz. 10 9 275- 4358- 1411- 10:3-24 10:3-4 10:7-75 2 30 86 150 30- 12 10 9 6 264-7 3970- 1266- 10:3-2 10:3-5 10:7-4 o 27 82 13-7 28- 11 2 8 6 243- 3329- 1044- 10:3-15 10:3-4 10:7-5 4 24 78 12-3 27-7 9 10 7 5 235- 2890- 901-4 10:3-12 10:3"55 10:7-53 At 5 21 75 11-4 25-9 8 10 G 5 214- 2439- 735-7 10:3-02 10:3-45 10:7-32 the 6 , 18 70 9-95 23-5 6 10 5 5 199- 1970- 561-8 10:2-85 10:3-36 10:8-02 1st 7 15 65 854 23-4 6 2 4 4 178-5 1524- 442-5 10:2-9 10:3-6 10:8-3 t.ole. 8 12 60 7-29 22* 3 10 3 6 161- 1173- 328- 10:2-8 10:3-77 10:9-1 9 9 52 5-47 19- 2 12 2 8 134- 733- 213-7 10:2-9 10:3-65 10:9-1 10 6 42 3-55 16- i 12 1 10 114- 404-7 117- 10:2-82 10:3-8 10:9-3 11 24 84 142 30-75 13 10 10 14 342- 4890- 1505- 10:3-075 10:3-66 10:7-9 12 21 81 13-5 29- 11 10 9 6 297- 4009- T223- 10:3-01 10:3-62 10:8-05 13 18 72 10-5 26- 9 10 8 7 2S5- 2993- 975- 10:3-25 10:3-6 1 0:8-7 f At 14 15 69 9-6 25- 7 10 6 14 277- 2659- 774- 10:2-92 10:3-62 10-9- the 15 12 63 8-0 25* 5 10 4 14 234- 1872- 549- 10:2-94 10:3-97 10:8-7 2d. 16 9 56 6-37 23- 4 0 3 13 201- 1280- 390- 10:3-05 10:4-1 10:9-5 17 6 46 4-25 21- 2 8 2 4 167-5 712- 212- 10:2-98 10:4-55 10:9- 18 15 72 10-6 29- ii 10 9 6 357- 3748- 1210- 10:3 23 10:4-02 10:8-0 5 19 12 66 8*75 26-75 8 10 7 6 330- 2887- 878- 10:3-05 10:4-05 10:8-1 The 20 9 58 6-8 24-5 5 8 5 0 255- 1734- 541- 10:3-01 10:4-22 10:9-1 3d. 21 6 48 4-7 23-5 3 9 3 0 228- 1064- 317' 10:2-99 10:4-9 10:9-6 22 12 68 9-3 27- 9 2 8 6 359’ 3338- 1006- 10:3-02 10:3-97 10:9-17 23 9 58 6-8 26-25 6 2 5 13 332- 2257- 6S6- 10:3-04 10:4-52 10:9-5 4th. 24 0 48 4-7 24-5 3 12 3 8 262- 1231- 385- 10:3-13 10:5-1 10:9-35 25 9 60 7-29 27-3 6 12 6 6 355- 2588- 785- 10:303 10:4-55 10:9 45 5th. 26 6 50 5-03 24-6 4 6 4 1 307- 1544- 450- 10:2-92 10:4-9 10:9-3 27 6 50 5-03 26- 4 15 4 9 360- 1811- 534' 10:295 10:5-2 10:9-25 6th. 1- 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. But it may be observed that several other columns of ratios might be deduced from the data therein furnished, and which would still further illustrate the action of this order of wheels. The last column has reference to the aperture at the sluice for the admission of the water to the wheel. The holes in 87G WATER-WHEELS. the scale were placed diagonally, and to these a pin was fitted ; so that when the pin was in the same hole, the opening for the water continued the same for all the experiments of that series. From this table we find, on comparing the effect pv produced at the maximum with the product i W h, in which h is the virtual or effective head, that the coefficient of reduction m is very nearly 0'64 ; consequently, we shall have E or p v = 0 C-t X |W /( = 032 W h. The ratio of p v to W /<, we observe, varies from 0 28 to 0 32, giving a mean of 0'30. This led Hr. Smeaton to infer that one-third of the force produced on the floats by the current, may be realized in the larger wheels. If we compare the effect realized with the entire power of the water expended, we find that the ratio increases from 0‘16 in the first experiment, when the total head was 33 inches, to 0'25 in the last, when the entire head was reduced to 6 inches. From this it therefore appears, that the greatest effect which can be obtained from a given head of water, acting impulsively, is between a sixth and a fourth of the entire motive force expended ; and in the case of large wheels, it is very doubtful whether even this last result can be obtained, although, as we have already seen, theory indicates as much as W H, or double. The ratio of the velocity of the wheel to that of the current gradually augments from 0 34 to 0'52, giving a mean of 0'43. Mr. Smeaton, however, takes 040 as the mean ; and it is worthy of remark that Bossut, in an analogous series of experiments, also adopted the same number. It, however, seems to us, from the nature of the case, that the proper velocity will approximate much more closely to the maximum limit, and will not deviate greatly from 0 50 of the mean velocity of the current, as indicated by theory. 0'45 will at least be, in general cases, a safe number to adopt in practice ; that is, ti = 045 V. Another result worthy of notice is the weight or “load at the equilibrium;” that is, the weight which is just sufficient to keep the wheel at rest against the force of the current. This, at an average, is little more than two-tenths greater than the load which the wheel was capable of carrying when yielding its maximum effect. According to theory it ought to be double, for, as already shown, the weight corres- ponding to v = 0 is W X v 9 and that at the maximum is W X V 2 9 The cases to which these observations apply are those in which the velocity of the wheel is adapted strictly to that of the current. But this is not always obtained, and accordingly the coefficient m being a function of v , fluctuates between extremes which it is impossible to comprehend in a general formula. However, when the velocity of the wheel does not fall below certain limits — from a third to two-thirds of that of the current — we may, without much chance of error, especially in excess, assume 0'60 as the c* /efficient, and accordingly we shall have as a general rule, W 1 E = 060 — (V — v)v= — — W (V — v) v = 1-54 Q (Y — v ) v. The velocity Y with which the water arrives upon the floats cannot always be easily assigned. It experiences certain losses between the sluice and the point of impulse, but it is not perhaps possible to give a general expression of their amount, even for an individual case, and much less for different forms and conditions of construction. Independent of any reducing influence, we have Y = V 2 g h, in which h denotes the difference of level between the surface of the water in the lead and the centre of percus- sion of the floats, and which can readily be measured. But from Mr. Smeaton's observations on this point, it appears that the loss is sometimes as much as a fifth of this velocity ; and he further remarked that the difference between the actual and calculated velocities diminished as the vertical opening ol the sluice was augmented. In some instances, indeed, where the volume of water was very great, and the head small, he found that V hardly differed from V 2 y h. M. Poncelet also remarked the same circumstance — that the loss of velocity diminishes with the magnitude of the aperture through which the fluid issues. Even in the case of an opening of about 8J inches in height, and with a head of 4^ feet, he had V = 0’99 V 2 g h. This, however, supposes the sluice to be constructed to the best advan- tage ; and to make a slight allowance for untoward circumstances, we may take V =0'95 V 2 g h = 7'6 V h. Substituting this value of V in the preceding result, we have E = T54 Q (T6 V h — v) v. And, again, putting for v its equivalent JY = 3'8 V h, this expression is reduced to the following con- venient form, E = 221 Q h, or Q h, ’ 148 when expressed in units of horse-power. This is the case of the purely impulsive wheel ; but in practice it is very rarely found that some slight amount of head cannot be reserved to act by its gravity. Under these circumstances an arc is formed concentrically with the wheel between the point at which the water strikes the wheel, and the lowest level terminating in the vertical plane passing through the axis. The clearance need not exceed •4 inch, and may, if the arc be carefully constructed, be reduced to ’3 inch. To indicate the effect, let II, as before, be the whole height of fall ; and let h be the portion employed in generating the required velocity. After that the water has struck the first float at the level H — h it will afterwards descend by its weight through that height, producing an effect expressed by W (H — h ) ; and the effect c f the W impulse being as before — ( W — v) v, we shall have as the sum of these partial actions. WATER-WHEELS. 877 W {(H — /t)+ — (V — v) vy But we formerly found in discussing tlie impulsive action in the case of the overshot-wheel that -~(V — v)v— W (h — ^h — h’ — h"), in which the three quantities h\ h" have the significations then assigned. We may therefore make use of this expression as more definite. It is, however, in this case subject to two corrections which may be thus exhibited. In the first place, when the whole volume of water has expended its impulsive effect upon the first float which it encounters, it immediately begins to descend by its pressure to the bottom of the arc; but let us observe what takes place in the spaces between the floats during the descent. The arc sus- tains a certain amount of the pressure of the fluid, and there is moreover a certain amount of clearance between it and the radial extremities of the floats. A portion of the fluid will therefore escape through this space without producing any effect, since its pressure is entirely exercised upon the superficies of the arc. This must, consequently, be subtracted from W in the expression W (H ■ — h). This loss can- not, indeed, be rigorously assigned, but may be pretty closely approximated by considering that the re- sistance experienced by this water against the face of the arc diminishes the velocity which gravity tends to give it, and that this diminution increases with its descent: also, that this velocity is further diminished by the continual entanglements to which the water is subjected by the varying conditions of the intervals between the floats, and which likewise become greater towards the bottom of the arc ; and, finally, that the velocity is altered by the continual mingling of the descending laminae, corresponding to the several spaces between the floats and the varying positions of the portions of fluid therein con- tained. We may therefore conceive, with all these retarding influences in action, that the velocity ol the ineffectual portion will not differ greatly from that of the floats ; accordingly, in this state of things if we denote by A the cross-section of the plate of water falling upon the wheel, and by a that correa ponding to the intervals between the extremities of the floats and the arc, then will W ^ be the por tion of fluid lost as regards the effect of pressure ; hence, by subtracting this from W, the expression ot the effect given above, we shall have W(1 «)(H-A). e A In the second place, the portion of the base of the wheel which dips in the water contained in the lower part of the course, loses there a part of its weight equal to the weight of water displaced. In consequence of this loss the equal distribution of the weight of the wheel about the axis of rotation no longer exists ; and the wheel tends to turn in a direction contrary to that of the current. If we repre- sent by p' the diminishing influence of this tendency, this will be a new resistance which the wheel has to overcome, and which ought, consequently, to be added to these other resistances of which the sum is p. We shall then have, taking m as the coefficient of reduction of the results of calculation to those of observation, (p rf- p')v —m W j (H — h) (1 -) -f- h -f- /< /t — /V — A"}. In practice this formula may be considerably simplified. The quantities p' and 1 — — , sujoposing the A construction judiciously and carefully finished, will be very nearly proportional to the power of the wheel, that is, to W ; they may, consequently, be comprised in the value of in. We have also before shown that the quantity nh-\-h' + h" is always greater than ^ h, and differs little in ordinary cases from | h. Hence our formula may be reduced by these substitutions to the convenient form, E = t»W (H — | h). In this the indefinite quantity is in, and, perhaps, the best authenticated experiments, by which its value may be assigned for the particular case assumed, are those of M. Morin, on a wheel constructed by Messrs. Aitken & Steel for the crystal works of Baccarat, in the Department of Meurthe, in France. The diameter of the wheel is 13 feet 3 inches; its width parallel to the axis 12 feet 94 inches; the number of floats 32, of which the breadth in the direction of the radius is 1 foot 4 inches. The whole fall is 6 feet 9 inches, and the versed sine of the arc 6'04 feet. The water is thrown upon the wheel over the waste-board of a sluice, of the same width as the wheel. The results varied with the thick- ness of the lamina of water admitted upon the wheel, as exhibited in the table on the following page. From this table then, it appears that m = 07 72 ; but as this is reputed to be a particularly well con- structed wheel — considerably above the average — we maybe generally safe in taking in = 0'75, by which our formula is reduced to E = 0T5 W (H — | h). From the same table it appears that the ratio of the effect to the whole power expended, is 0'717 ; this is a good result, and warrants us in taking, as the general expression of effect for a wheel of ordi- nary character under like circumstances, 0'65 W H. The effect of curving the floats, as in M. Poncelet’s wheel, is thus indicated : Supposing, in the first place, that the wheel is at rest, and that a film of fluid arrives horizontally with a velocity V upon the lower edge of the float, in continuing to advance it rises along the curve, and during its elevation the velocity which it possessed is gradually diminished, and becomes nothing when it has attained a height expressed by 0'0155 V 2 . The velocity is not, however, lost ; it is simply changed into gravity, in obe- 378 WATER-WHEELS. dience to which the fluid immediately begins to descend upon the curved surface of the float, over which it ascended, and quits it with the same velocity V, which it possessed at the moment it arrived upon it. This velocity is acquired by falling from the height 00155 V 2 , and under the circumstances we have supposed to exist, its direction would be contrary to that first impressed upon the fluid. Let us now assume that the wheel turns with a velocity of v in a second at its periphery. When the fila ment of fluid, having the velocity V, shall have arrived at the float, it will then have a relative velocity Velocity of the wheel in feet per secoud. V. Ratio of water upon the waste-board of the sluice. of effect to power expended VV 11 pv VV H * of effect to virtual head H — pv W (H-U/ 7'65 Feet. 0-719 0-707 0-762 3-83 0-711 0-734 0-792 3T8 0-711 0-726 0783 2-71 0714 0-720 0-777 2-40- 0-714 0-716 0-773 2T3 0-718 0-700 0 755 Mean. 0-717 0-772 of V — v, and it will only be with this velocity that it will commence to ascend upon the curved sur face of the float; it will therefore rise to a height of only 00155 (V — v)\ and after descending, will quit the lower edge of the float with the same velocity V — v. Tut this element will now have itself a velocity v in the contrary direction, for it partakes of the motion of the wheel ; the absolute velocity with which it escapes will therefore be Y — (t> -|- v). Consequently, if v — $ V, the absolute velocity of escape will be Y — V = 0, showing, that if the velocity of the wheel be half of that with which the water arrives, its absolute velocity in quitting the floats will be nothing. We have, therc-fme, the case of a motive current, which experiences neither shock nor loss of velocity at the moment of impulse upon the wheel, and which possesses none at the moment it quits the float ; it has then expended all its movement upon the wheel, and communicated to it all its force. The two conditions, shown to be un- attainable in the bucket and common impulsive wheels, is therefore theoretically attained with this arrangement, so that, if W be the weight of water, and h the height of fall due to the velocity V, we shall have as the expression of effect W h. But although this may be nearly true for a simple film, it is not true for a volume or sheet of water of a certain thickness. Those molecules which strike the floats, making an angle more or less great with the element struck, lose both a portion of their velocity and force ; and at the moment when the mass of particles quit the float upon which they have expended their action, their direction is not ex- actly opposite. Besides, as with all wheels which revolve in an arc, a part of the motive fluid escapes without yielding any useful effect. We may, therefore, conclude that the real effect is not W h, but m W h, in which m is some fraction less than 1. A series of experiments was undertaken by M. Poncelet for the purpose of determining this fraction ; that is, the ratio between the actual effect realized and the power expended. The annexed table con- tains the most important conclusions. The wheel, it may be observed, had a diameter of 11| feet; 30 i ' ] floats of 12^- inches depth in the direction of the ra- Ratios, dius, and 25 inches breadth between the shrouds. Rise of sluice ' * ' From these experiments and observations M. Poncelet in inches. JL. 1[”_ . ZJL . concludes : V YV k W H 1. That the velocity of the wheel which gives the “ maximum of effect is 0'55 of the velocity of the cur- o..V’I o -o r.-o n--- rent ; but that it might be varied from 0’5 to 0 6 with- „ out any marked disadvantage. ^ g™ 2. That the dynamical effect is not under 0'7 5 W h ^74 zM>a o.qi n '-- for low falls with large volumes of water, and may ,, y ^ be taken at 0‘65 W h when the volume of water is a ^ small and the fall considerable. 1 0 3. That this same effect, compared with the entire __ force expended, namely, W H, may be taken at 0-60 in ordinary cases, and at 0-50 when the rise of the sluice is very small. For those cases which ordinarily present themselves in practice, and supposing the wheels constructed with due care, and to be adjusted to velocities differing little from '55 of the current, we may therefore take E = 0’7 5 W h or E = 0 60 W 11. Comparing this result with that determined for impulsive wheels having radial floats, it appears that the effect is more than doubled. This conclusion, to which we arrive in both cases by experimental guidance, ought, of course, to decide which of the two forms of wheel ought to be employed in genera] Rise of sluice in inches. Ratios. V V P V Wh, * p V WH* 3-937 0-46 0-51 0-46 8-268 0-52 0-70 0'56 8-661 0-60 0-68 0-56 7-874 0-52 0-60 0-52 11-969 0-69 0-81 0'55 “ 0-61 0-74 0'55 0-59 0-63 0-52 WATER-WHEELS. 879 cases. It is admitted that M. Poncelet’s -wheel involves a more precise acquaintance with the nature of the force employed than the common float-wheel ; but nothing beyond the application of a few rules, which any millwright may readily comprehend and apply. These have in part been given in our de- scription of Figs. 3810 to 3812. The extreme and interior circles of the shrouds being drawn such, that o k = i the effective fall when not more than 4 % feet, the circle rn n is described with a radius determined by the following considerations. From the point k at which the water is supposed to meet the exterior circumference of the wheel, draw the line kp perpendicular to the direction of the fluid. It will form an angle of 24° to 28° with the radius. In that line take a point p equal to about a sixth of its length between the circles of the shrouding, within the inner circle, and through that point from the centre of the wheel describe the circle rn n. Then will p k or p q be the radius of the curved float k q ; and similarly all the radii of the other floats will terminate in that circle. Having determined the num- ber of floats, and marked their extremities upon the external circle of the wheel, draw radii from these points to the axial centre, and upon the circle mn set off the corresponding distances from these radii equal to Ip, and the points thus found will be the centres of curvature of the floats. The distance between the floats will be about half that recommended when placed radially, and ought to be formed of sheet-iron both for convenience of making and subsequent economy of action. The mode of constructing the arc at the base of the wheel has been explained in describing the figures referred to ; it is further only necessary to observe that every care ought to be employed to ab- sorb as little as possible of the velocity of the water previous to the moment of impulse, and to provide for its escape when it has expended its force upon the wheel. It is also to be understood that this species of wheel, or, more correctly, the mode of supplying the water, will not be economical for falls of more than 44- feet ; when the fall exceeds this limit, advantage ought to be taken of its weight as well as of its impulsive force. We conceive, however, that the form of wheel is itself well adapted to this double purpose ; but the water, instead of issuing from the undei pilp-o of the sluice-plate, ought to be directed over it, as over a waste-board ; and the height of the arc ougnt, at the same time, to be proportionally increased. Wheels which move in an indefinite current of water, as a river, are usually of a heavier construction than those we have been considering; but differ only in that respect, and in the inclination. of their floats, from the common impulsive wheel. It is usually found of advantage to make them of a dianie ter of 15 to 20 feet, with 12 to 16 floats, of which the best inclination appears from experiment to be 30°. Their best velocity — that at which the effect is a maximum — is a third of that of the current ; and, under these conditions, it will be fouud that they yield an effect of about '006 W V 2 of the water received upon the area of the floats — that is, about jj- W h if /t = 0'0155 V 2 . This result may seem, at first sight, surprising, when it is remembered that the effect of the undershot-wheel working in a con fined rectilineal course, does not yield more than J W h ; but it is to be observed that in this last we include the whole volume of water acting ; whereas, in the other, we take into account only the quan- tity received upon the floats, without reference to the large amount which escapes without producing any effect whatever, and which we cannot attempt to estimate. This species of wheel is of very rare occurrence ; yet there are numerous situations where it might be employed with good effect. Horizontal Water Wheels. In horizontal water wheels, the water produces its effect by impact, by pressure, or by reaction, or by an union of these forces, but never directly by its weight. Impact wheels have plane or hollow pallets or floats on which the water acts more or less perpendicularly. The pres- sure wheels have curved buckets along which the water flows, and the reaction wheels have as their type a close pipe from which the water discharges more or less tangentially. Pressure wheels and reaction wheels are generally very similar to each other in construction ; the essential difference in them being that in the former the ules or conduits between two adjacent buckets are not filled by the water flowing thi-ough them, while in reaction wheels the section is quite filled. Impact Wheels. To this class belong that variety of horizontal wheels usually called tub wheels. They consist of inclined pallets or floats on the inner or outer periphery of a drum, and the water is laid on by a short incline at such an angle that it strikes the float at right angles. The inclination of the floats is from 60 to 70° to the horizon. This wheel is extremely simple in its construction, and is found in all parts of the world. In the older saw mills it was almost invariably used for the running back of the carriage. The simplicity of its construction is its chief recommendation : it seldom exceeds in mechanical effect 33J- per cent, of the water expended. The effect of impact wheels is increased by surrounding the buckets with a projecting border or frame, and by forming their surfaces like the bowls of spoons. If we give the buckets greater length, and form them to such a curve that the water leaves the wheel in nearly a horizontal direction, the water then not only impinges on the bucket, but exerts a pressure upon it, and the mechanical effect is proportionately increased. If the water be laid on with- out impact, the wheel becomes a pressure wheel solely. Among this class, though not strictly within the distinction made above between pressure and reaction wheels, may be included most of the wheels constructed on the principle of the smoke jack, the discharge being downwards; such wheels as are de- signated by the French as roues eu cures. Reaction Wheels. As a solid body endowed with an accelerated motion, reacts in an opposite direc- tion with a force equal to the moving force ; so it is in the case of water when it issues from a vessel with an accelerated motion from the orifice. If a vessel filled with water be suspended by a cord, and a horizontal aperture be formed near the bottom, the vessel is forced backward, proportionately to the size of the aperture and the velocity of the issuing current. The simplest of all reaction wheels is what is usually termed Barker’s Mill ; a horizontal tube movable on an axis, is furnished with a cross tube extending at right angles across the bottom of the upright tube and connecting with it; this branch is closed at the ends, and orifices are formed near the extremities, one near each end of the tube, on opposite silks • it now the central tube be filled with water, the discharge through the orifice gives a rotarv 880 WATER-WHEELS. motion to the machine, and if the supply be maintained, a permanent motion results, available for prac tical purposes ; by curving the arms, and properly proportioning the capacity of the tubes, the effect may be increased. Reaction wheels have from time to time been popular in this country from their cheapness, hut till very recently they have not been introduced into the larger mills from the defects in their construction and rudeness of workmanship. Among the first reaction wheels introduced here were those patented by Q. and A. Parker of Ohio, in 1829, which embodies many improvements which have since been claimed by foreign inventors. The claims of the original patent of 1829 which expired 1850, were for the compound vertical per- cussion and reaction wheel, for saw'-mills and other purposes, with two, four, six, or more wheels on one horizontal shaft. The concentric cylinder, with the manner of supporting them. The spouts which conduct the water into the wheels from the penstock, with their spiral terminations between the cylinders. Second, the improvement in the reaction wheel, by making the buckets as thin at both ends as they can safely he made, and the rim no wider than sufficient to cover them. The inner concentric cylinder, the spout that directs the water into the wheel, and the spiral termination of the spout between cylin- ders. Third. The rim and blocks ; planks that form the apertures in the wheel, and the manner of form- ing the apertures. The conical covering on the blocks, with cylinder or box in which the shaft runs, and the hollow or box gate, in any form, either cylindrical, square, rectangular or irregular. Another patent was issued to Messrs. Parker for improvements in water wheels, June 27, 1810, which expired June 27, 1854. The claim is, the placing of the said wheel, or wheels analogous thereto in their construction and mode of operation, within air or water-tight cases or boxes denominated drafts, substantially in the manner, and for the purpose set forth. It will be observed that in the first patent, the wheels are placed vertically; this is a convenient form of application to saw-mills ; the shaft of the wheel being used as the crank shaft, connected directly with the saw gate. For most other applications the horizontal wheel is more suitable, and is most economical in the use of water. The varieties of reaction wheels at present in operation throughout the country are innumerable, dif- fering in the form of floats, of guides, and of discharge. Among the most prominent are the Foumev- ron and Jouval Turbine, and the Whitelaw reaction wheel. Fourneyron's Turbine. Fig. 3813 represents a general vertical section of the entire machine, showing its internal construction. Fig. 3814 is a half vertical section, on an enlarged scale, of the turbine and crown, showing the mode in which these are-fixed to their respective centres, and exhibiting distinctly the manner in which the sluice-cylinder operates. Fig. 3815 is a quarter plan of the same parts as the above, with the sluice-cylinder and top plate of the turbine removed, in order to exhibit the form and relative disposition of the partition-plates of the turbine, and the direction-plates of the crown. In 1834 M. Fourneyron received the prize of 6,000 francs offered by the Society for the Encourage- ment of the Arts at Paris, for the construction of the best horizontal wheel on the large scale. This was his first turbine erected at Pont, on the Oguon. In consequence of this decision the turbine excited great attention and discussion among the continental savans ; and it must be remarked, that matters of practical utility are more subjects of interest among scientific men, especially in France, than elsewhere, where every thing of a technical character is considered to belong exclusively to the workshop. In an elaborate report of this machine submitted to the Academy of Sciences of Paris by M. Ponce- let, it is stated that the essential quality of the turbine consists in its high velocity, and its capability of working under water without much loss of effect. The expedient of bringing the water horizontally over all the interior circumference of the wheel, and of making it issue through the greater exterior WATER-WHEELS. SSI circumference, allows also a large expenditure of power with a machine of very moderate diameter. Finally, it operates favorably under almost any fall, and at any velocity, without suffering any reduction of its effect from the hydrostatic pressure of the water, and which is stated to be a source of great in- convenience in wheels of this class. The peculiar character of the machine is sufficiently explained in the description of the figures re ferred to, and which are supposed to represent one of the inventor's most successful applications of his principle ; but, in order to bring the value and relation of the forces more closely into view, the action of the water may be here briefly indicated. Supposing the annular sluice to be so far let down as en- tirely to close the spaces d, which form the communication between the interior cistern b and the chan- nels c of the revolving disk e, which is the turbine, properly so called, if the sluice between the reser- voir and the supply-pipe a be opened, the water will precipitate itself into the cistern b and entirely “fill it. The pressure on the interior of this cistern, as well as on the annular sluice at the orifices^}, will be in proportion to the depth from the higher level of the water, and, therefore, for a unit of are.-, of the surface acted upon, the pressure will be directly as the height H. If, then, the sluice be raised, the water rushes into the channels c with the velocity due to the head of pressure, and in the direction prescribed by the guide-curves, and impinging against the diaphragms of the channels c causes the disk e to revolve in a direction opposite to the direction of impulse, and finally escapes by the external extremities of the channels at the greater circumference of the turbine-disk. The lower divisions of the sluice-ring, it may be remarked, are considerably increased in thickness, and rounded to avoid the contraction of the veins of fluid issuing into the channels c, and which would take place, if no provision were made for correcting the oblique motions impressed, when the water is projected through the apertures at the extremities of the guide-curves in a horizontal direction. The construction of the machine depends upon the application of a few fundamental principles. Like all other hydraulic motors, its size ought to be proportioned to the effect which it is intended to pro- duce — that is, in effect to the quantities W or Q and H. Thus the interior diameter D, one of the prin- cipal dimensions, is directly as the ratio of these two quantities ; and as the turbine ought to be capable of expending the volume of water Q, arriving to it with the velocity V, the orifices must have an area, determined from the condition Q = A Y, in which we denote by A the sum of the orifices of admission. On the water arriving in the same time upon all the whole interior circumference of the turbine, A will be equal to that surface, (after subtracting the area occupied by the thicknesses of the diaphragms), and, consequently, will be equal to rr D d, in which d denotes the depth of the courses. The proportion fixed by M. Fourneyron, is d— ] D ; and, therefore, by making this substitution, we shall have A = | it D 2 = 0-45 D 2 . But Q = A V - 0 45 D 2 Y. x\nd V = 6 60 y/ H therefore Q = 3 D 2 y/ H From this we have the diameter D = V 3 y/ II This value of D ought, according to the views of the inventor, to be further affected by a coefficient, to allow for the entanglements which the fluid experiences in the cylinder and in entering the turbine, and for the effect of the obliquity with which the water is thrown by the diaphragms upon the mov ing circumference. This coefficient being introduced according to the practice of M. Fourneyron, we have It is here assumed that Q is the greatest volume of water which the machine is capable of discharg- ing ; but it is to be understood, that smaller quantities may be employed, and that the machine is capable of working with almost any less quantity without losing any remarkable amount of its pro- portional efficiency. The diameter D may thus be taken as a function of the power of the machine, that is, of E, the dynamical effect in units of horse-power. Now, assuming the machine to realize 15 per cent, of the power which it expends, and that <4 is the volume of water supplied in 1 minute, we have E QH 700 ‘ Hence, Q 700 E H And, substituting this value of Q in the expression for D above given, it becomes D = l-3 700 E hTh 35 E h 71' The exterior diameter, in the practice of M. Fourneyron, varies from I2D to 1-44D. For turbines of large diameter, 6 feet and upwards, the first of these coefficients is taken, and for smaller diameters, the last. The number of channels, of course, also varies as the diameter, but not proportionally. In the rules published by the iuventor, 36 is given as a constant number with the same number of guide-curves on the interior disk ; but in some of the machines of later construction these numbers are reduced. D’Aubuisson mentions turbines which he has examined having as few as 18 channels with from 16 to 9 guide-curves. Jariez gives the following rule for the number :■ — Divide the interior circumference by the height d, and the quotient number which results is the number of channels in the turbine. If this number be comprised between 18 and 24, its half represents the number of fixed guide-curves; if it be greater than 24, thee Yol. II. — 56 WATER-WHEELS. 882 ii third of it 'trill be the number of these fixed compartments. It is, however, easy to perceive that this rule must only be a distant approximation ; but even an approximation is better than no rule where theory seems insufficient to determine the question. The number, according to Prof. Ruhlmau, depends principally upon the available quantity of water ; they must be greater as more water is discharged in a given time. In any case, a large number of channels is an advantage, when they are formed of thin sheets, as thereby a greater number of filaments of water act directly upon their surfaces, and not in- directly through a mass of other water interposed. We have above, following the rules laid down by M. Fourneyron, giving the depth of the channels as a seventh of the inside diameter of the turbine ; but when the sluice is raised only a small part of this height, as it must be at times when the supply of water is scarce, the effect is not only absolutely less : it is relatively so on account of the water losing a portion of its force in diffusing itself over too much space. 'To avoid this, M. Fourneyron, in some of his last constructed machines, has divided the turbine, as before intimated, horizontally into two or three stages, by means of thin plates of sheet-iron placed in the channels. The curvature of the water channels of the turbine and of the guide-curves in the fixed crown, may be determined by the following mode. Describe the in- terior circumference with radius o a = D, found as above directed ; also the external or greatest circum- ference of the turbine with radius o G = l - 4 D. These circumferences being described, draw a h making sin Y it a o = From the centre o draw o d, making: with 2 v ’ ° a o an angle doa = dav, and from the point e, where 0 d cuts the circle representing the tube or pipe through which the spindle of the turbine ascends, take e b parallel to o a ; from b draw b c perpendicu- lar to a d, and from d draw dc perpendicular to e b ; the point c where these two perpendiculars meet will lie the centre of the fixed or guide-curve e dba. To find the curve of the vertical diaphragm a I of the turbine, draw ap a tangent to the point a ; and let ap and a h be proportional to the velocities v and V of the turbine and water: -the diagonal a q of the parallelogram constructed upon these two lines will be the direction of the first element of the curve. Prolong a q to G, making a G perpendicular to a L, which is p a prolonged indefinitely, cutting m K the exterior circumference of the turbine-disk. The point I at which the extremity of the curve terminates, is 2-oth of G K. The two extreme points being thus found, the curvature i3 determined as follows : — From the point K as a centre, and with a radius I K, describe the arc of a circle I i , and pro- long indefinitely the right line I K. Measure the line a i, with any scale of equal parts, and divide the number expressing its length by 1 — cos M K L, and the quotient number of this division, taken in units of the same kind as a i, will express the length K M. From this point M draw M L perpendicular tc K L ; divide M L into any number of parts as m, m as many as convenient, and the more the bet- ter ; from each of these points draw a straight line passing through the point K, and with the length 1 M in the compasses mark off equal distances from the points in on their prolongations beyond K. aud the points thus marked off will be points in the curve a I, which may accordingly be traced through them. * The attention of American engineers was directed to the improved reaction water-wheels in use in France and other countries in Europe, by several articles in the Journal of the Franklin Institute ; and in the year 1843, there appeared in that journal, from the pen of Mr. Elwood Morris, an eminent engi- neer of Pennsylvania, a translation of a French work, entitled “Experiments on Water-Wheels having a Vertical Axis, called Turbines, by Arthur Morin, Captain of Artillery,” etc. In the same journal, Mr. Morris also published an account of a series of experiments, by himself, on two turbines constructed from his own designs, and then operating in the neighborhood of Philadelphia. The experiments on one of these wheels, indicate a useful effect of seventy-five per cent, of the power expended, a result as good as that claimed for the practical effect of the best overshot-wheels. BOYDEN’S TURBINE.* In the year 1844, Uriah A. Boyden, Esq., an eminent hydraulic engineer of Massachusetts, designed a turbine of about seventy-five horse-power, for the Picking House of the Appleton Company’s cotton-mill, at Lowell, in Massachusetts, in which wheel, Mr. Boyden introduced several improvements of great value. The performance of the Appleton Company’s turbine, was care- fully ascertained by Mr. Boyden, and its effective power exclusive of that required to carry the wheel itself, a pair of bevel gears, and the horizontal shaft carrying the friction pulley of a Prony dynamom- eter - , was found to be seventy-eight per cent, of the power expended. In the year 1846, Mr. Boyden superintended the construction of three turbines of about one hundred and ninety horse power each, for the same company. By the terms of the contract, Mr. Bovden’s compensation depended upon the performance of the turbines, and it was stipulated that two of them should be tested. The mean max- imum effective power of the two turbines tested, was eighty-eight per cent, of the power of the water expended. The principal points in which one of them differs from the constructions of Fourneyron are as follows. The wooden flume, conducting the water immediately to the turbine, is in the form of an inverted truncated cone, the water being introduced into the upper part of the cone, on one side of the axis of the cone (which coincides with the axis of the turbine) in such a manner, that the water, as it descends 3613. * Lowell Hydraulic Experiments. J. B. Francis. WATER-WHEELS. 883 in the cone, has a gradually increasing velocity, and a spiral motion ; the horizontal component of the spiral motion being in the direction of the motion of the wheel. This horizontal motion is derived from the necessary velocity with which the water enters the truncated cone ; and the arrangement is such that, if perfectly proportioned, there would be no loss of power between the nearly still water in the principal penstock and the guides or leading curves near the wheel, except from the friction of the water against the walls of the passages. The guides or leading curves are not perpendicular, but a little inclined backwards from the direction of the motion of the wheel, so that the water, descending with a spiral motion, meets only the edges of the guides. This leaning of the guides has also another valuable effect. ; when the regulating gate is raised only a small part of the height of the wheel, the guides do not completely fulfil their office of di- recting the water, the water entering the wheel more nearly in the direction of the radius, than when the gate is fully raised ; by leaning the guides, it will be seen that the ends of the guides, near the wheel, are inclined, the bottom part standing further forward, and operating more efficiently in directing the water, when the gate is partially raised, than if the guides were perpendicular. In Fourneyron’s constructions, a garniture is attached to the regulating gate, and moves with it, for the purpose of diminishing the contraction ; this, considered apart from the mechanical difficulties, is probably the best arrangement. In the Appleton Turbine, the garniture is attached to the guides, the gate (at least the lower part of it) being a simple thin cylinder. By this arrangement, the gate meets with much less obstruction to its motion than in the old arrangement, unless the parts are so loose- ly fitted as to be objectionable ; and it is believed that the coefficient of effect, for a partial gate, is pro- portionally as good as under the old arrangement. On the outside of the wheel is fitted an apparatus, named by Mr. Boyden the diffuser. The object of this extremely interesting invention, is to render useful a pai-t of the power otherwise entirely lost, in consequence of the water leaving the wheel with considerable velocity. It consists, essentially, of two stationary rings or discs, placed concentrically with the wheel, having an interior diameter a very little larger than the exterior diameter of the wheel ; and an exterior diameter equal to about twice that of the wheel ; the height between the discs, at their exterior circumference, is a very little greater than that of the orifices in the exterior circumference of the wheel, and at the exterior circumference of the discs, the height between them is about twice as great as at the interior circumference ; the form of the surfaces connecting the interior and exterior circumferences of the discs, is gently rounded, the first elements of the curves, near the interior circumferences, being nearly horizontal. There is, consequent- ly. included between the two surfaces, an aperture gradually enlarging from the exterior cirumference of the wheel, to the exterior surface of the diffuser. When the regulating gate is raised to its full height, the section, through which the water passes, will be increased by insensible degrees, in the pro- portion of one to four, and if the velocity is uniform in all parts of the diffuser at the same distance from the wheel, the velocity of the water will he diminished in the same proportion; or its velocity on leaving the diffuser, will he one-fourth of that at its entrance. By the doctrine of living forces, the power of the water in passing through the diffuser must, therefore, be diminished to one-sixteenth of the power at its entrance. It is essential to the proper action of the diffuser, that it should be entirely un- der water ; and the power rendered useful by it, is expended in diminishing the pressure against the water issuing from the exterior orifices of the wheel ; and the effect produced, is the same as if the available fall under which, the turbine is acting, is increased a certain amount. The action of the diffu- ser depends upon similar principles to that of diverging conical tubes, which, when of certain propor- tions, it is well known, increase the discharge. Experiments on the same turbine, with and without a diffuser, show a gain in the coefficient of effect due to the latter, of about three per cent. Suspending the wheel from the top of the vertical shaft, instead of running it on a step at the bottom. This had been previously attempted, but not with such success as to warrant its general adoption. The manner adopted by Mr. Boyden is fully illustrated in the accompanying plates. TURBINE WHEEL. Plate VIII. is a vertical section through the centre of a turbine wheel, and the axis of the supply pipe. Plate XI. is a plan of the turbine and wheelpit. Fig. 3810 is a plan of the whole wheel, the guides and garniture. This turbine was constructed for the Tremont Manufactur- ing Co. at Lowell, by Mr. James B Francis, and contains most of Mr. Boyden’s improvements. Its ex- penditure of water, under 13 feet head and fall, is about 139 cubic feet per second, and its ratio of use- ful effect to the power expended, about 79 per cent. B, the surface of the water in the wheelpit, represented at the lowest height at which the turbine is intended to operate. C, the masonry of the wheelpit. D, the floor of the wheelpit. To resist the great upward pressure which takes place when the wheelpit is kept dry by pumps, three cast-iron beams are placed across the pit, the ends extending about a foot under the walls on each side ; on these are laid thick planks, which are firmly secured to the cast-iron beams by bolts. To protect the thick plank- ing from being worn out by the constant action of the water, they are covered with a flooring of one inch boards. E, the wrought-iron supply pipe. This is constructed of plate iron three-eighths of an inch thick, riveted together. The supply pipe is furnished with the man hole and ventilating pipe G, and the leak box II, to catch the leakage of the head gate, whenever it is closed for repairs of the wheel. The lower end of the supply pipe is formed by the cast-iron curbs III. The curbs are supported from the wheelpit floor by four columns, resting on the cast-iron beam 0 ; the beams N', rest immedi- ately upon the columns, and the curb upon the beams, the latter projecting over the columns far enough for that purpose. The beams N' also act as braces from the wheelpit wall to the curb, and are strongly bolted at each end. K, the disc. This is of cast-iron, and is turned smooth on the upper surface, and also on its circum- ference. It is suspended from the upper curb I, by means of the disc pipes M M. The disc carries on its upper surface, thirty-three guides, (fig. 3816,) for the purpose of giving the water entering the wheel 8S 4 WATER-WHEELS. --C3 WATER-WHEELS. 885 proper directions. They are made of Russian plate iron, one-tenth of an inch in thickness, secured to the disc by tenons, riveted on the under side. The upper corners of the guides, near the wheel, are connected by the garniture L, which is intended to diminish the contraction of the streams entering the wheel, when the regulating gate is fully raised. The garniture is composed of thirty-three pieces of cast-iron, carefully fitted to fill the spaces between the guides ; they are strongly riveted to the guides and to each other. The upper flange of the disc pipe is furnished with adjusting screws, by which the weight is support ed upon the upper curb. The escape of water between the upper curb and the upper flange of the disc pipe, is prevented by a band of leather on the outside, which is retained in its place by the wrought- iron ring P. The top of the disc pipe, just below the upper flange, has two wings, fitting into recesses in the top of the curb, to prevent the disc from rotating in the opposite direction to the wheel. R, R, the regulating gate. Represented Plate XI. as fully raised. The gate is of cast-iron ; the up- per part of the cylinder is stiffened by a rib, to which are attached three brackets S 'S. To these brack- ets are attached wrought-iron rods, by which the gate is raised or lowered. To one of the rods is at- tached the rack Y. The other two rods are attached by means of links, to the levers T T. The other ends of these levers carry geered arch heads, into which, and into the rack V, work three pinions, W, of equal pitch and size, fastened to the same shaft, so arranged that by the revolution of the pinion shaft, the gate is moved up or down, equally on all sides. The shaft on which the pinions are fastened, is driven by the worm wheel X ; this is driven by the worm a, either by the governor Y, or the hand wheel Z. The shaft on which the worm a is fastened, is furnished with movable couplings, which, when the speed gate is at any intermediate points between its highest and lowest positions, are retained in place by spiral springs ; in either of the extreme positions, the couplings are separated by means of a lever moved by pins in the rack Y ; by this means, both the regulator and hand wheel are prevented from moving the gate in one direction, when the gate has attained either extreme position. If, how- ever, the regulator or hand wheel should be moved in the opposite direction, the couplings would catch, and the gate would he moved. The weight of the gate is counterbalanced by weights attached to the levers T T, and by the intervention of a lever to the rack V. b b, the wheel consists of a central plate of cast-iron, and two crowns c c, of the same material to which the buckets are attached. The buckets are forty-four in number, made of Russian plate iron, pj- of an inch in thickness, and are secured to the crowns by grooves cut in the crowns of the exact form of the buckets, and by tenons, entered into the mortises in both crowns, and riveted on the opposite sides. d d , the vertical shaft, of wrought-iron, runs upon a series of collars, resting upon corresponding pro- jections in the suspension box e' . The part of the shaft on which the collars are placed, is made sepa- rate from the main shaft, and is pinned to it at f by means of a socket in the top of the main shaft, which receives a corresponding part of the collar piece. The collars are made of cast steel ; they are separately screwed on, and keyed to a wrought-iron spindle. The suspension box is made in two parts, to admit of its being taken off and put on the shaft ; it is lined with Babbit metal. It is found that bearings thus lined will carry from fifty to a hundred pounds to the square inch, with every appearance of durability. f'f\ the upper and lower bearings, are of cast iron, lined with Babbit metal, adjustable horizontally by means of screws. The suspension box e 1 , rests upon the gimbal g. The gimbal itself is supported on the frame h h by adjusting screws, which give the means of raising and lowering the suspension box, and with it, the vertical shaft and wheel. The lower end of the shaft is fitted with a cast-steel pin i. This is retained in its place by the step, which is made in three parts, and lined with case-hardened wrought-iron. The weight of the wheel, upright shaft, and bevel geer, is supported by means of the suspension box e on the frame k, which rests upon the long beams m, reaching across the wheelpit, and supported at the ends by the masonry, and also at intermediate points by the braces n n. Mr. Francis deduces the following rules for proportioning turbines: The sum of the shortest distances between the buckets, should be equal to the diameter of the wheel. The width of the crowns should be four times the shortest distance between the buckets. The sum of the shortest distances between the curved guides, taken near the wheel, should he equal to the interior diameter of the wheel. The number of buckets is, to a certain extent, arbitrary. As a guide in practice, to he controlled by particular circumstances, and limited to diameters of not less than two feet, the number of buckets should he three times the diameter in feet, plus thirty. The Tremont Turbine is 8£ feet in diameter, and according to the proposed rule, should have fifty-five buckets instead of forty-four. The number of the guides is also to a certain extent arbitraiy; the practice at Lowell has been, usually, to have from a half to three-fourths of the number of buckets. As turbines are generally used, a velocity of the interior circumference of the wheel, of about fifty- six per cent, of that due to the fall acting upon the wheel, appears most suitable. To lay out the curve of the buckets — Referring to fig. 3817, the number of buckets N, having been determined by the preceding rules, set IT I) off the arc yi — Let u — gh, the shortest distance between the buckets : t the thickness of the N metal forming the buckets. Make the arc glc = 5 w. Draw the radius o k, intersecting the interior cir- cumference of the wheel at l ; the point l will be the inner extremity of the bucket. Draw the direc- trix Im tangent to the inner circumference of the wheel. Draw the arc o re, with the radius w + t, from i, as a centre ; the other directrix y pi, must be found by trial, the required conditions being, that when the line ml is revolved round to the position gt, the point m being constantly on the directrix g p, and another point at the distance m g = r s, from the extremity of the line describing the bucket, being con- 88G WATER-WHEELS. ■ •tantly on the directrix m l, the curve described shall just touch the arc n o. A convenient line for a jrst approximation, may be drawn by making the angle 0 y p — 11°. After determining the directrix according to the preceding method, if the angle 0 gp should be greater than 12°, or less than 10°, the length of the arc g h should be changed, to bring the angle within these limits. The trace adopted for the corresponding guides is as follows : — The number n having been determined, divide the circle in which the extremities of the guides are found, into n equal parts, v w, w x, the. Put to' for the width between two adjoining guides, and t' for the thickness of the metal forming the guides We have by rule =lL. With w as a centre, and the radius w +<', draw the arc y z; and with £ as a n centre, and the radius 2(«' +<'), draw the arc a b ' . Through v draw the portion of a circle v c' touching the arcs yz and a b' ; this will be the curve for the essential part of the guide. The remainder of the guide c d', should be drawn tangent to the curve c' v , a convenient radius is one that would cause the curve c 1 d 1 , if continued, to pass through the centre 0. Passot’s Turbine , Figs. 3818, 3819, 3820. “ Are composed of cylindrical vessels fixed to vertical arbors, and supplied at the circumference with orifices intended for the introduction or ejection of the water. The modification which M. Passot has introduced into the old reacting wheels, and which he claims as his invention, consists of having suppressed or got rid of the internal partitions, and reduced the old wheels to their only true essential elements — a motive cylinder to contain the motive fluid, with surfaces to receive its action, and corres- ponding orifices for discharge. The surfaces and the orifices are exactly included between two concen- tric circumferences ; that is to say, that he carefully retrenches all other surface, or projection, capable of impressing the water with the angular movement of the wheel before having reached the parts destined to receive its action, as well as the orifices of discharge. “ I form the new wheel,” says M Passot, “ simply by placing either in the interior or exterior of a cylindrical drum, according as I want the pressure of the fluid to be exerted on the interior or exterior curved vanes in the arc of a circle, such as abed, Figs. 3819 and 3820 ; then I make orifices of discharge, by removing from these vanes and from the cylinder the part in form of a wedge, a b d, and the motion is effected by virtue of the pressure on the faces c d, c' d' , c" d" . “ While the machine is very simple, its properties are very remarkable. When the wheel turns without load or work, under a given difference of level or fall, its vanes take exactly the theoretical velocity due to the fall. It is no longer the same when in any manner the form of the new wheel is altered so as to approach those formerly known; all partitions, projections, and asperities which are either within or without two concentric circumferences, considerably diminish the theoretic velocity of rotation due to the fall, on account of the continual shock of these bodies in motion against the water in repose. Then it is not surprising if the useful effect of reacting wheels, when experimented upon, has never risen above 50 per cent. ; that is to say, about the rate of breast-wheels of the usual varieties. “ The expenditure of water in Fig. 3820 with the internal action, is sensibly independent of the greater or less reaction of the wheel. In Fig. 3819, with external action, this cannot take place on ac- count of the counter-pressure arising from the formation of an eddy in the interior ; but this counter ;r assure is. however, much less than might be supposed. I have demonstrated that when a fluid forms 3S19. an eddv in the interior of a cylinder, the effects of the centrifugal force show themselves differently according to the different inclinations of the projections or orifices made on the . influ “ In Fig. 3819 the orifices are disposed in the direction in which the centufugal foice ca WATER-WHEELS. 8S7 snce the expenditure of water. Thus the coefficient of theoretical expenditure due to the work, during the experiments on the turbine which I constructed at Bourges, has been found very little different front that which agrees with the openings of ordinary sluices disposed so as to avoid contractions on three of the sides. The wheel which turned in work, with about half the velocity due to the fall, and the co- efficient, was 070 to 0'79.” M. Poncelet, adopting an arrangement the reverse of that of M. Fourneyron, has proposed a system of turbines of the nature of the horizontal wheels used in the centre and south of France. The water enters by a spout placed on the outside, stretches the vanes, and is discharged by two openings made towards the centre. M. Cardelhac has constructed at Toulouse turbines on this plan ; and Messrs. Mellet and Sarrus, of Lodeve, have exhibited one with the same arrangement. The principal part ol their turbines consists in a case of particular form, provided with three openings, of which one is for the water to enter, and the two others to allow it to escape after its action on the wheel. In conse- quence of the spiral form of this casing, the water arrives on the wheel placed in the interior without any shock, and with a velocity due to half the height of the fall. Each of these veins or streams of water acts at the same distance from the axis, as if it were isolated and independent of the other. Its velocity is transformed into pressure by insensible degrees, and without any loss of power. Whitelaw s reaction-wheel — Figs. 3814 to 3821. — The principle of this machine has been already ex- plained, it therefore only remains in this place to indicate briefly the practical details and features of the construction. In this latter respect it is a much simpler machine than that above described ; but still its efficiency. depends in nearly an equal degree upon a correct appreciation of the principles in- volved in its modus operandi. The merely technical details have already been pretty fully pointed out in describing the figures enumerated above, but it may be necessary to indicate the rules employed in assimilating these to the conditions furnished by the particular circumstances of the individual case. As in all other hydraulic machines, the data necessary to be assigned as the basis of any calculation of the size and angular velocity of the reaction-wheel, are the values of H and Q, that is, the height of fall under which it is intended to act, and the volume of w T ater to be used. We have before seen that if the water in the arms of the machine experienced no increase of pressure from centrifugal force, the discharge assigned by theory is expressed by S 2 cj H ; but in consequence of the centrifugal force produced by the rotation of the machine about its axis, this quantity will be increased to S\/2pII-f-i' 2 (l — ■ But we know from experiment that in consequence of frictional disturb- ance of the fluid in passing through the apparatus, the real quantity discharged is uniformly less than that assigned by theory, and that the reduction depends upon conditions which to some extent are within the control of the mechanician. On this subject we quote, with slight modification,' from a paper read by Mr. W. M. Buchanan before the Philosophical Society of Glasgow (1846) on the theory of this species of machine. After stating the loss of head, observed in his experimental apparatus, by com- paring the actual fall with the quantity of water actually discharged by a machine, of which the jet- orifices were accurately determined, the author assigns, as the sources of that reduction, 1. The pressure absorbed by the friction of the water in passing through the supply-pipe. This he regards as a known quantity, which is expressed in character and amount by tt 2 2 ? in which C denotes the internal perimeter, A, the cross-sectional area, and L the length of the pipe ; it, the velocity with which the water descends through it, and f an empirical coefficient = - 0035 . If. therefore, S denote the sum of the areas of the orifices, Y the velocity of efflux, and D the diameter ot the pipe, all in feet, this expression may be put under the form „ , L S 2 f' ' D ‘ A 2 XI 2 1 2. The loss of head arising from the acceleration of the water in passing from the supply-pipe into ilie interior of the machine through the water-joint neck, formed by the mouth-piece and central open- ing, and which is commonly less in diameter than the supply-pipe, as shown in Fig. 3818. This he expresses by the formula » A ,1 Ay in which A ;/ is the area of the central opening, and u the velocity of the water passing through it : m a coefficient determined from experiment to be =-9378. 3. The small loss of head resulting from the resistance encountered by the water in traversing the arms of the machine, which he expresses by 8/.S 2 — A-d* = y— . J 2, /JO Ajjj 7 2 a in which C, and A lu are respectively the transverse perimeter and area of the channels at a distance * from their origin. 4. The loss resulting from what is called the contracted vein. Although the volume of water dis- charged by any orifice under a given head-pressure is invariably proportional to the area of that orifice and the square root of the head, the actual quantity is found to depend much upon the form of the orifice through which it issues. If the fluid be confined in a vessel of thin material, and the orifice be 888 WATER- WHEELS. simply a hole pierced in its side, the discharge in cubic feet per second -will be nearly expressed by W2 g H, the area of the orifice being a. If the jet from an orifice of this kind be closely observed, it will be perceived to converge through a short distance from its origin, forming, when the orifice is circular, a conoid, of which the area of the least section is gths of the area of the orifice. If advantage oe taken of this circumstance to apply an ajutage to the orifice of the form assumed by the jet, tfte discharge will be found to approximate very closely to that assigned by the theoretical formula. This difference of discharge in the two kinds of aperture is usually ascribed to the inclined directions which the molecules of the fluid assume previous to their exit, and which they tend to retain after pass- ing the thin parietes of the simple orifice. For greater clearness, let us assume that the aperture is 890 WATER- WHEELS. horizontal, circular, and of small area in comparison with the area of the containing vessel ; under these conditions a large portion of the fluid will be put in motion, and will slowly approach the orifice during the efflux, in the form of an inverted cone, of which the orifice is the apex. The particles, as they come opposite to the orifice, are therefore impressed with motions converging to an axis ; but these motions, in consequence of the mutual cohesion of the particles, must tend to a common velocity in that axis ; and the length of the external conoid will express the time in which the oblique motions are converted into motions parallel to the axis of the jet. It is therefore only at the point of least section that the molecules of fluid have attained the effective velocity due to the head under which they issue ; and it is therefore only in reference to that point that the hydraulic pressure of the jet is equal to a column of the fluid of double the actual head. By adopting an ajutage to the orifice of the shape indicated, the oblique motions of the particles are corrected in passing through it, and reduced to parallelism with the axis at the moment of efflux into the atmosphere. There still, however, remains to depreciate the dis- charge assigned by the formula q—a ^/2 g H, the imperfections of wormanship in the construction, and the adhesion of the fluid to the perimeter of the ajutage, with possibly a slight atmospheric influence not yet defined. But assuming the ajutage to be made with all possible care, both as to form and finish, if we call the area of the orifice 1000, that of the contracted vein will be 915 ; and these num- bers taken inversely will express the velocity of the jet at the two points measured by the discharge. The value of q for an orifice of this form will therefore be y = -975 a ^/2 g H, showing a loss of head-pressure, as measured by the discharge, of U 2 (1 — -975 2 ) — = -049375 H 2 9 when IT = ^2^11 the theoretical velocity due to the head H. And generally, if Y be the actual ve- V locity of efflux, and k the practical coefficient of discharge for any orifice, so that U =— , the head- /I \ V 2 V 2 pressure not realized in the measure of q, will be ( — 1} — —S — . And the pressure not realized /2p 2p in the measure of the reaction, will be expressed by Sin / 1 \ (l 2_ V 2 V 2 9' V 2 in which

oSn®. 's ^ -2 3- 3 -fl ® fl Ph .Ph © P © a ffa o xn O >§ Ph 6 *3 a ^ to o CJ -8 00 1 . 1 ° 3 p p — 1 to p p P 05 05 05 04 c© to co a CO J- (N H r|i O O O O 04 04 Weight lifted by the brake. pi t p O O O co cb to o CO CO CO CO to tC^ 10) j ^ 05 CO 00 CO CO Circumferential velocity of the brake per second. P-, X o > 60 05 tO CO c© p p co 05 OH -H 1—1 04 04 04 Jr- Jr- —+• co co to H 05 CO CO CQ If 04 04 lb rH 05 04 Ol 04 04 04 i— 1 Number of revolutions per minute. CO to o o Jo- Jr* co go CO CO CO to O H4 GO 05 05 00 JT- 00 Circumference of the friction-brake. C© p ■ cb r^i II o s 16026 H CO 04 O - - - - 51 0 Number of horse-power. MF O to XT- O O GO H* p p Op rH r— i 04 04 O to Jr r H to H 04 rji rji 00 ip 04 04 04 04 OO CO Height of the fall. * rft JT- 0999 to -H CO 05 05 CO CO p p p O Jr- JT- Quantity of water discharged per second. • O o II X § ° w i> litres. ^ to o co -+< rH to to to to to litres. CO CO CO CO to 05 to 0 to to CO to to to to 1— 1 r- ( Width of the overflow. G s 4.09 05 0 s - - - - Theoretical velocity corresponding to the discharge of overflow. > S ’ O to JO o r- Jr- Jr- co oo CO oo CO g 0 0 0 0 0 to CO CO CO GO CO H 00 p 00 p 04 04 Depth of discharge on the overflow. W s 0T780 OT781 0T782 0T800 £ ’ 0 0 0 0 0 to cocococooor- --h ' 0 0 OOOOOO Number of Experiments. r-H 04 CO H 04 CO rH to CO Small Turbine. Large Turbine. 89G WATER-WHEELS. H. Amede Rieder, in his report on Jonval’s turbine, enumerates the following as its advantages : 1st. Its superior mechanical construction and simplicity. 2d. The great amount of power obtained from the quantity of water used. Sd. The regularity of its motion, and the facility of access to it. 4th. The great practical advantage of its being placed at the top of the fall. Experiments have been made on a Jonval turbine at the powder-works of Messrs. E. J. Dupont, by Professor C’resson, and Messrs. Alfred Dupont, Alexis Dupont, S. Y. Merrick, G. Harding, and E. Gey- elin, members of the Franklin Institute. The following is the report, published in the Journal of the Institute, vol. xx., No. 3, 1850. The Koechlin turbine. — The hydraulic motor known by this title has just been introduced in this vicinity by Mr. E. Geyelin, at the powder-works of the Messrs. Dupont, near Wilmington, Delaware, and at his request a trial was recently made by certain members of the Institute, to determine the practical coefficient of the wheel. The turbine experimented upon is intended to produce I horse-power under a fall of 10. feet, and. to drive the machinery of the new mixing mill at the lower works. It is 21-J inches in diameter, 3^ inches deep, and is to make 190 revolutions per minute, giving 63J revolutions of a horizontal shaft, to which it is geered 3 to 1. To this shaft was attached a Prony dynamometer, whose lever was 7’96 feet long, giving 50 feet circumference. At the time of the experiments, a wooden box, nearly water-tight, was placed in the tail-race, surrounding tile lower part of the wheel. One side of it was cut away, forming a waste-board 3’83 feet wide, over which the water was discharged, and at the same time diminishing the usual head and fall about 9 inches. Experiment No. 1. — The distance between the level of water in the penstock or forebay and that of the bottom of the waste-board was 10' 1", and the depth of water flowing over the waste-board 8 J", leaving the actual head, and fall 10' 1 1 ,/ — 8 J" = 9', 4§ = 9 - 34 feet. By Morin’s formula, {Aide Memoire, p. 37,) Q = m L h y/'2 z h ; Q being discharge per second, m the constant, which for -74 depth = '383, L = width of waste-board, = 3-83 feet, and h — depth of water upon it, =-74. Then in this case Q = '383 X 3’88 X '74 y/ 04 X '74 =7'468 cubic feet, and the theoretical power due to the water was 7'468 X 62'5 X 9'34 X 60 = 261,537 lbs. raised 1 foot per minute = 7'92 horse-power. It was found that at 63 revolutions per minute of the horizontal shaft, 63 pounds balanced the lever Hence the power developed by the wheel was 63 X 63 X 50 = 198,450 lbs. = 6'014 horse-power. Experiment No. 2. — The gates from the head-race were so far closed as to reduce the head 1 foot, and maintain it at that level during the experiment. The depth of water on waste-board was 8J ,/ , so that the head and fall was 9'T" — 8 J" = 8'-4§" = 8'41 feet. Therefore, by the same formula, in being •39 for this depth, Q = '39 X 3'83 X '677 ,/64 X '677 = 6'66 cubic feet, and the theoretical power due to the water was 6'66 X 62'6 X 8'41 X 60 = 210,000 lbs. raised 1 foot per minute == 6'36 horse-power. It was found that 63 pounds balanced the lever at 49 revolutions per minute of the shaft. Hence the power developed by the wheel was 49 X 63 X 50 = 164-350 lbs. = 4'98 horse-power. The coefficients are, then, for experiment No. 1, = '760 per ct. “ “ “ No. 2, — =-783 6'66 And making allowance for leakage around the waste-board box, which was partially counterbalanced by the friction of the geering and horizontal shaft, the useful coefficient of the wheel may be taken at 75 per cent., and, as has been seen, remains the same when the wheel is working at 5 horse-power, which is but 70 per cent, of its full power. For the information of those who are not familiar with this wheel, it may be stated that it is placed as near the top of the fall as possible, and revolves within a cast-iron pipe leading below the level of the tail-race. The “ curved guides” are directly over the wheel, and may, therefore, be easily reached for cleaning or repair These curved guides are disposed radially around a hub, curving spirally around it as they descend, in such a manner that any horizontal linear element of a ^uide is in a radial line drawn from the axis. The buckets of the wheel are similarly curved, but in an opposite direction. The following experiments were made on one of the 60-horse power turbines of Messrs. Jessup & Moore, with a dynamometer of Prony, and the quantity of water calculated by an overflow discharging in the open air. JXCxW Effective power = S 3 Q 0 0 — num ^ er rev °l u ti° ns P er minute; C, circumference of the lever; W, the weight of the lever and balance. R = 104. C = 80 feet. W = 223-50 lbs. Effective power Theoretical power of the water = 104 X 80 X 223-50 33000 Q X 62-5 X F = 56'30 horse-powei. 33000 Q, number of cubic feet of water discharged through the wheel per minute. 62'5, weight in pounds of the cubic feet of water. F, fall of the water in feet and fraction. The quantity of water was measured by an overflow of 17 2‘87 5 inches width. The depth of water discharging through it was 13j-^- inches. This, with the coefficient of contraction, 0’45, adapted by Mr Poncelet for large overflows, gives 3794 cubic feet of water per minute. The total fall during the op- eration of the turbine was 8 feet lOf inches, = 8-89 feet. WATER-WHEELS. 897 Hence the theoretical power is 3794 X 62-5 X 8‘89 33000 88 coefficient of the turbine. 63'92 horse-power. Effective power, 56'30 ) „ Theoretical power, 63 92 j General description of the Jonval Turbine. — Fig. 3823 represents a vertical section of a turbine. A represents the movable wheel , consisting of a cast-iron rim, having a given number of wrouglit-iron buck- ets, of the proper curve, mortised into and riveted to it, and occupying the space marked B ; it is keyed to the main or upright shaft C, and revolves freely in the cylinder D, the outside of the buckets and the cylinder having a small space between them. The stationary wheel E consists of a cast-iron rim, hav ing also a given number of wrouglit-iron guides mortised into and riveted to it, and occupying the space F. This wheel occupies the conical part of the cylinder, just above the movable wheel, with sufficient space between them to allow the movable wheel to revolve freely. The upper edges of the guides are level with the upper surface of the flanch of the cylinder. The upright shaft 0 has its lower bearing or step running in the oil-box H; the upper bearing C', runs in a pedestal attached to the bridge G. This bridge, made of cast-iron, is supported on some of the cross timbers of the forebay, and supports also the pedestal for the journal of the line-shaft J. 3826. I The oil-box H, is supported by the cast-iron bridge M, which rests on the lugs 1ST N, on the inside of the cylinder. The gate 0, resembling a throttle-valve, is fastened to the shaft P, which works in stuff- ing-boxes, cast in the cylinder. To one end of this shaft a worm-wheel is attached, which, being moved by the endless-screw R, opens and shuts the gate. Vol. II— 57 81)8 WATER-WHEELS. The screw R is moved by the hand-wheel or governor S. The cylinder D D D, cast in one or mor« pieces, is supported by the timbers T T. U represents a section of the forebay and tail-race. The oil- box is filled with oil through the gas-tube a, which runs from the top of the forebay. The tube marked b is to allow the air to escape from the box when it is being filled ; that marked c is for drawing off the oil when it is necessary to change it. Should the step wear any, the toe can be changed wifh great facility. The oil-box is held to its proper position in the bridge by set-screws h h. As it is represented in the different figures of this article, there are sometimes wooden steps where it is preferred. The operation of the wheel . — The operation of this wheel is very simple ; the top of the cylinder is placed from 4 to 6 feet from the upper level of the water, or at a sufficient distance to prevent the water from becoming agitated ; thus it will be seen that the movable wheel or turbine is suspended between the two levels of the fall. The water is made to come on the wheel and leave it so as to exert WATER-WHEELS. 899 its utmost effect by the proper construction of the guides and buckets, which, together, form an annular section. The following is the action of the water discharging through the wheels. The water, as it leaves the forebay, follows the guides of the stationary wheel, curved in a spiral form, and leaves them at an angle of 16° to the horizontal line and tangential to the circumference, and thus presses on the movable wheel, which, by the proper course of its buckets, retrogrades and lets the water descend in a spiral direction. Then, by the contracted form of the buckets of the movable whee., the water has a second action, that of lifting the wheel in the direction of 18° to the horizontal line and tangential to the circumference ; this second action is upon the principle of discharge of water through a conical pipe, and has the effect of throwing the pipe back. These two forces are in the proportion of 10 to 1, and in constructing the parallelogram of forces in the respective directions, the diagonal or resultant will be at an angle of 11° to the horizontal line and tangential to the circumference. 900 WATER-WHEELS. The water discharged through this contracted space falls in a large air-tight cylinder, and descends, partially suspended by the tendency of vacuum , to the tail-race. The following is the effect of the col umi. of water on the wheel. As mentioned above, the column of action on these kind of turbines is divided into two distinct ones- 1st, from the upper level of the fall to the upper part of the turbine; 2d, from the upper part of this turbine to the lower level of the fall. i The first part of the column operates by the same laws as in ordinary wheels, that is to say, the quantity of water multiplied by the velocity corresponding to the height of the fall. The second part of the column, that is to say, from the turbine to the lower part of the fall, would, in ordinary wheels which discharge in open air, be of no additional effect to the wheel, as the water would leave this point without velocity, and would only fall by its gravity ; but by this peculiar arrangement of excluding the air from the whole column by means of an air-tight cylinder immersed in the lower level of the fall, the water passing through a contracted part of the air-tight cylinder discharges in a larger part, which also, below, has a larger discharge than admission from the wheel. The water, consequently, cannot fill the wholu space of the cylinder below the wheel, and the ail would rush in to till the vacant space, but this element being completely excluded, the tendency to WATER-WHEELS. 901 form a vacuum keeps the column of water suspended to the proportion of the height to that of perfect vacuum ; and the velocity which the water would, through its gravity, acquire at the lowest part of its fall, would be communicated to the upper part, where, instead of pressure, the water acts as suction. This principle is true as far as the tendency of vacuum can be rendered perfect, (that is to say, to the height of 32 feet,) and thus produce by suction an equal in effect to the atmospheric pressure ; above this the surplus of pressure would force air in the column from below, and so reduce the effect, which, in placing the wheel below 32 feet from the lower level, would be equal to pressure. Reduction of power in the wheel . — The difference of quantity of water in dry and wet seasons, and also the difference of power used in certain kinds of mills, at different times, in the working operations, have shown that it is necessary for these iron wheels to be adaptable to these changes. In consequence of their operating with much higher speed than wooden wheels, the difference of power affects its operation more sensibly if there is no means to regulate it. Various forms of gates have been tried, but not found to give full satisfaction. In these wheels there have been employed a series of movable divisions, by which a part of the inner periphery of the wheel is inclosed, and the whole water to be absorbed is thrown to the external periphery. This arrangement has been most satisfactory in its operation, and a wheel used for 60 horse-power in wet seasons can operate at 40 horse-power in dry seasons, and does not vary in its percentage more than 5 to 6 per cent, in its effect by this change. It will require only half an hour to insert these divisions, but for instant change of speed or power, there is also the gate by which one-fifth of its power can be taken off without any considerable change in effect. Advantages obtained by these wheels over other first-class wheels . — 1st. In consequence of its suspen- sion between the two levels of the fall, in case of backwater, the power only changes by its diminution of fall, but should the fall remain the same, the backwater would not have a bad effect. 2d. As expressed above, the velocity of turbines in general is greater than that of wooden wheels, and in all factories and mills where a high velocity is required, the amount of power absorbed in the geering is gained, and the use of greasing and chance of getting out of order is greatly lessened. 3d. As shown in Figs. 3827, 3828, and 3842, the water can ieave the wheel at any angle, even to the horizontal line, and such presents very great advantages where there exist rocks below, or quicksand, or structures which could not be removed without much expense. 4th. By the position of the stationary wheel placed above the movable, where it is suspended in the conical part of the air-tight cylinder, and its only being kept down by the column of water above and its own weight, it cannot present the chance of breaking should some stick or stone come between its plates, as would be the case in Fourneyron’s wheels, which are bolted to their respective places. A Jonval turbine will, by such obstruction, have the stationary wheel lifted out of its place. In other wheels, where the guides cannot give way, the division plates must be broken. 5th. In breast, pitchback, and overshot wheels, the water acts partly by its weight and partlv by the velocity due to the head on the gates of discharge, on the wheel, and on this account loses a head of water equal, first, to the half of the head on the gate ; second, the depth of the buckets on the wheel itself. In turbine wheels this is not the case, as the full fall is utilized. 6th. In case of repair this wheel can be rendered instantly dry and accessible, while all other iron wheels, acting only by pressure, are submerged, and in order to reach the wheel the watci nas to be pumped out of the tail-race. 002 WEIGHTS AND MEASURES. Tlie Jonval turbines are guarantied to give, 1st, *75 per cent, of its effect with a fall fiom 30 feet and above clown to 12 feet. 2d, TO per cent, of its effect with a fall from 12 feet to 6 feet, fed, 60 per cent, of its theoretical effect from 6 feet to 4 feet. These wheels are built by Mr. E. Geyelin, Philadelphia. Figs. 3827 and 3828, elevation and plan of a 15 horse-power turbine, built by E. Geyelin for Mr. Le Carpentier, Philadelphia. Fig. 3824, section of the turbine-wheel of the same. Figs. 3840 and 3841, plan and elevation of a turbine of 50 horse-power, 22 feet fall, in operation in the paper-mill of Messrs. Manning, Peckham, A Howland, of Troy, New York, built at the West Point Foundry, by E. Geyelin. Fig. 3842, turbine built at the powder-works of the Messrs. Dupont, Wilmington, Delaware. Fig. 3843, turbine built for the Fairmount Water-works of Philadelphia. WEIGHTS AND MEASURES. The weights and measures of this country are identical with those of England. In both countries they repose, in fact, upon actually existing masses of metal (brass) which have been individually declared by law to be the units of the system. In scientific theory they are supposed to rest upon a permanent and universal law of nature — the gravitation of distilled water at a certain temperature, and under a certain atmospheric pressure. And in this aspect, the origination is with the giains, which must be such, that 252,458 of these units, in brass, will be in just equilibrium with a cubic inch of distilled water, when the mercury stands at 30 inches in a barometer, and in a thermometer of Fahrenheit at 62 degrees, both for the air and for the water. Unfortunately, the expounders of this theory in England used only the generic term brass, and failed to define the specific gravity of the metal to be employed ; the consequence of this omission is to leave room for an error of jq^ViTo ' n ever )' attempt to reproduce or compare the results. This is the minimum possible error : the maximum would be a fraction of the difference in specific gravity between the heaviest and lightest brass that can be cast. Length. — 1 yard = 3 feet = 36 inches = 432 lines = 5184 seconds = 62,208 thirds. In the actual government standards at the custom-houses, the yard is divided decimally into tenths and hundredths. In the measurement of cloths, muslins, linens, cottons, silk, and in general of what are termed dry mods, the yard only is .used — subdivided into halves, quarters, eighths, sixteenths, and half-sixteenths. This lowest denomination = IT 25 inch. Surveyors and engineers employ neither the yard nor the inch, but use the foot and its decimal divisions. Architects and artificers reckon by the foot and subdivisions, as given above. Nevertheless, the most usual and most recent workmen’s scales bear the foot divided into inches, and eighths and sixteenths of an inch. Mariners measure by cable-lengths and fathoms : 1 cable-length = 120 fathoms = 240 yards = 720 feet. The unit of length — the yard, upon whose subdivisions all the weights and capacity measures repose for verification — is, in fact, derived from ancient arbitrary standards of England. In theory, the inch — the l-36th of the yard — is presumed to be contained 39T3929 times in the length of a pendulum that, in a vacuum, and at the level of mid-tide, under the latitude of London, vibrates seconds of mean time. Itinerary . — 1 statute mile = 2 half miles = 4 quarter miles = 7J cable-lengths = 8 furlongs = 80 chains = 320 perches or poles = 880 fathoms = 1760 yards = 5280 feet = 8000 links = 63,360 inches. 1 nautical league = 3 equatorial miles = 3457875 statute miles. Chains and links are denominations employed by land surveyors, thus : 1 chain = 4 poles = 66 feet = 100 links. Agrarian and superficial. — 1 square mile = 640 acres. 1 acre = 4 roods = 10 square chains = 160 square perches = 4840 square yards = 43,560 square feet 1 square yard = 9 square feet = 1296 square inches. Architects and builders reckon 1 square = 100 square feet. Liquid capacity . — 1 gallon = 2 half gallons = 4 quarts = 8 pints = 16 gills. The gill is not among existing standards of public authority, though it is used in commerce. There are other denominations higher than the gallon, such as barrels, hogsheads, pipes, etc., but these are only vessels, not measures, and are always gaged and sold by their actual capacity in gallons. The gallon, in fact, is almost exactly equivalent to a cylinder 7 inches in diameter and 6 inches high. In theory, it must contain just 231 cubic inches ; and, filled with distilled water at the temperature of maxi- mum density, (say 39° - 8 Fall.,) weighs, according to the official report, at that temperature, and at 30 inches of the barometer, 8339 commercial or avoirdupois pounds; or, more nearly, 58372T754 grains. It is in the temperature only that this unit differs from the former wine-gallon of Great Britain. The apothecaries use the same gallon, but divide it differently, as follows : 1 gallon = 8 pints = 128 fluid ounces = 1024 fluid drachms = 61,440 minims (or drops) = 231 cubic inches. These are graduated measures : they also use sometimes the following approximate ones from vessels in domestic use : 1 tea-cup = 2 wine-glasses = 8 table-spoons = 32 tea-spoons = 4 fluid ounces. Dry capacity. — 1 bushel = 2 half bushels = 4 pecks = 8 gallons. There are also in this, as in the former measure, higher denominations (barrels, sacks, etc.) known in commerce, wdiose capacity is intended to be constant. They are, however, always gaged by the bushel. This bushel is the old Winchester bushel of England. In fact, it is a cylinder 18:5 inches in WEIGHTS AND MEASURES. 908 diameter, and 8 inches deep. In theory, it must contain 2150-42 cubic inches, and holds, of distilled water at the temperature of maximum density, and at 30 inches of the barometer, 77 6274 commercial or avoirdupois pounds; or, more nearly, 543391-89 grains. Solid. 1 cubic yard = 27 cubic feet = 46,656 cubic inches. 1 cubic foot = 12 reduced feet (plank measure) = 1728 cubic inches. 1 reduced foot (plank measure) = 1 square foot X 1 inch thick = 144 cubic inches. In practice, all planks and scantlings less than an inch in thickness are reckoned at an inch. 1 perch of masonry = 1 perch (164 feet) long X 1 foot high X 14 foot thick = 25 cubic feet. In fact, the dimensions given for the perch do not result in 25 cubic feet, but this last number ha.* been adopted for convenience. 1 cord of fire-wood = 8 feet long X 4 feet high X 4 feet deep = 128 cubic feet. Weight. 1 mint or troy pound = 12 ounces = 240 pennyweights = 5760 grains. 1 apothecary pound = 12 ounces = 96 drachms = 288 scruples = 5760 grains. 1 commercial pound = 16 ounces = 256 drachms = 7000 grains. 1 long ton = 20 cwt. = 80 quarters = 2240 commercial pounds. 1 short ton = 20 hundred weight = 2000 commercial pounds. In the actual government standards the ounce troy is divided, decimally, down to the part. TABLES OF UNITED STATES WEIGHTS AND MEASURES. MEASURES OF LENGTH. 12 inches Inches. Feet. Yards. Rods. Furl. 3 feet — 1 yard. 36 = 3. H yards 198 = 164 = 54. 40 rods 7920 = 660 = 220 = 40. 8 furlongs . . 63360 = 5280 = 1760 =320 = 8. Gunter's Chain. Bop es and Cables. 7-92 inches . — 1 link. 6 feet.. — 1 fathom. 100 links . — 4 rods, or 22 yards. 120 fathoms . ... Geographical and Nautical Measure. 1 degree of a great circle of the earth ■. = 69-77 statute miles. 1 mile = 2046-58 yards. Log Lines. 1 knot.'..... = 51-1625 feet, or 5' feet If + inches. 1 fathom = 5-11625 feet, or 6 feet 1J -f- inches. Estimating a mile at 61394 feet, and using a 30" glass. If a 28' glass is used, and eight divisions, then 1 knot =47 feet 9 -j- inches. 1 fathom....... = 5 feet Ilf inches. The line should be about 150 fathoms long, having 10 fathoms between the chip and first knot for stray line. Note. — B owditch gives 6120 feet in a sea mile, which, if taken as the length, will make the divisions 51 feet and 5 1-10 feet. Cloth. 1 nail = 2f inches = l-16th of a yard. 1 quarter :....=4 nails. 6 quarters =1 ell English. Pendulums. 6 points = 1 line. 12 lines = 1 inch. Shoemakers'. No. 1 is 4 J inches in length, and every succeeding number is § of an inch. There are 28 divisions, in two series of numbers, viz., from 1 to 13, and 1 to 15. Circles. 60 seconds = 1 minute. 60 minutes = 1 degree. 360 degrees = 1 circle. 1 day is 1 minute is n 3600 = 60. 1296000 = 21600. •002739 of a year. •000694 of a day. Miscellaneous. 1 palm = 3 inches. I 1 span = 9 inches. 1 hand =4 inches. | 1 metre. = 3-28174 feet. The standard of measure is a brass rod, which, at the temperature of ? 2° Fahrenheit, is tho standard yard. 904 WEIGHTS AND MEASURES. 1 yard is . ‘000568 of a mile. 1 inch is ‘0000158 of a mile. MEASURES OF SURFACE. 144 square inches = 1 square foot. 9 square feet — 1 square yard. Land. Inches. 1296. Yards. Rods. Roods. 1210. 4840 = 160. 8097600 = 102400 = 2560. 30} square yards = 1 square rod. 40 square rods = 1 square rood. 4 square roods ) , ^ ,. V = 1 acre. 1 0 square chains ) 640 acres = 1 square mile. Note. — 208'710321 feet, 69‘5701 yards, or 220 by 198 feet square = 1 acre. Paper. 24 sheets = 1 quire. I Sheets. 20 quires = 1 ream. | 480. Drawing Paper. Cap Columbier .. 33} X 23 inches Demy 19}X15} “ Atlas . 33 X 26 “ Medium 22 X 18 “ Theorem . 34 X 28 “ Royal 24 X 19 “ Double Elephant.. .40 X 26 “ Super-royal 27 X 19 “ Antiquarian . 52 X 31 “ Imperial 29 X 211 “ Emperor ..40 X 60 “ Elephant 27} X 22} “ Uncle Sam ..48 X 120 ‘ MEASURES OF CAPACITY. Liquid. ■ 1 pint. Gills. Pints. 32 = Pints. Qrts. Galls. 16 = 8. 64 = 32 = I 4 gills 2 pints = 1 quart. 4 quarts = 1 gallon. Dry. 2 pints = 1 quart. 4 quarts = 1 gallon. 2 gallons = 1 peck. 4 pecks = 1 bushel. United States standard bushel. — The standard bushel is the Winchester, which contains 2150’43 cubic inches, or 77'627413 lbs. avoirdupois of distilled water at its maximum density. Its dimensions are 184 inches diameter inside, 19} inches outside, and 8 inches deep; and whet heaped, the cone must not be less than 6 inches high, equal 2747‘70 cubic inches for a true cone. 1728 cubic inches = 1 foot. I Inches. 27 cubic feet = 1 yard. | 46656 Miscellaneous. 1 chaldron = 36 bushels, or 57'25 cubic feet. 1 cord of wood 128 cubic feet. 1 perch of stone 24‘7 5 cubic feet. MEASURES OF WEIGHT. Avoirdupois. 16 drachms = 1 ounce. 1 Drachms. Ounces. Pounds. 16 ounces = 1 pound. | 256. 112 pounds = 1 cwt. 28672 = 1792. 20 cwt = 1 ton. 573440 = 35840 = 2240 1 lb. = 14 oz. 11 dwt. 16 gr. troy. Dwt. Troy. 24 grains = 1 dwt. 20 dwt = 1 ounce. 12 ounces = 1 pound. Apothecaries'. 20 grains = 1 scruple. 3 scruples = 1 drachm. 8 drachms =1 ounce. 12 ounces = 1 pound. Diamond. 16 parts = 1 grain = 0’8 troy grains. 4 grains = 1 carat = 3 2 “ Grains. 480. 5760 = 240. Grains. Scruples. Drachms. 60. 480 = 24. 5760 = 288 = 96. WEIGHTS AND MEASURES. 905 WOO troy grains = 1 lb. avoirdi pois. 175 troy pounds = 144 lbs. “ 175 troy ounces = 192 oz. 437 i troy grains = 1 oz. 1 troy pound = '8228 + lb- “ Miscellaneous. 1 cubic foot of anthracite coal from . 1 cubic foot of bituminous coal from 1 cubic foot Cumberland coal = 53 lbs. 1 cubic foot charcoal = 18-5 “ 1 cubic foot charcoal = 18 “ 1 cord Virginia pine =2700 “ 1 cord Southern pine = 3300 “ 1 stone — 14 “ 50 to 55 lbs. 45 to 55 lbs, (hard wood), (pine wood). Coals are usually purchased at the conventional rate of 28 bushels (5 pks.) to a ton = 43’56 cubic feet MEASURES OF VALUE. 1 eagle = 258 troy grains. 1 dollar =412-5 1 cent = 168 “ The standard of gold and silver is 900 parts of pure metal, and 100 of alloy, in 1000 parts of coin. MEASURES OF LENGTH. British. — Yard is referred to a natural standard, which is the length of a pendulum vibrating sec- onds in vacuo in London, at the level of the sea ; measured on a brass rod, at the temperature of 62° Fahrenheit, = 39-1393 inches. French. Old system . — 1 Line — 12 points. Inch . Foot Toise . .. League = 12 lines. = 12 inches.... = G feet = 2280 toises = 2000 toises = 5 feet. 1 League 1 Fathom “ New system. — 1 Millimetre 1 Centimetre 1 Decimetre 1 Metre 1 Decametre 1 Hecatometre Austrian 1 Foot Prussian 1 Foot Swedish 1 Foot SrANisH 1 Foot 1 League (common) 0'08884 United States inches 1-06604 12-7925 “ “ 76-755 (common). (post). •03938 •39380 3-93809 “ 39-38091 “ 393-80917 “ 3938-09171 12-448 12-361 11-690 11-034 3-448 United States miles. Table showing the relative length of Foreign Measures compared with those of the United States. Places. Measures. Inches. Places. Measures. Inches. Amsterdam ... Foot 11-14 11-24 11- 42 12- 19 11-38 11- 45 13- 12 12- 71 13- 32 12-58 12-35 11- 14 1200 21-60 12- 79 39-381 19-20 9-72 11-29 11- 45 11-11 12- 96 8 p 64 Malta Foot 11- 17 13-17 10-38 12- 36 38-27 12- 35 10- 79 11- 60 13- 75 9-78 9-53 11-03 66-72 8-34 11-39 11- 69 12- 72 13- 40 12-45 11-81 10-74 14.03 it Palmo Berlin ll Foot Bremen it Arish it Foot “ Mathematician’s “ Builders Rome « « “ Tradesman’s... “ Surveyor’s a u a Palmo Copenhagen ... Sicily ti Foot it a Strasburgh Sweden Foot Turin « Venice a Hamburgh u u u tt a tt DOG WEIGHTS AND MEASURES. Table showing the relative length of Foreign Road Measures compared with those of the United States. Places. Measures. Yards. Places. Measures. Yards. Arabia Mile 2148 Hungary Mile 9113 Bohemia ‘t 10137 3038 China Li 629 « 1093 Denmark Mile 8244 Persia Parasang 6086 England “ Statute 1760 Poland Mile, long 8101 “ “ Geographical. 2025 Portugal League 6760 Flanders U 6869 Mile 8468 6075 2025 4861 1167 u 4264 1984 10126 7416 8244 Mile ...' 11700 il 11559 9153 Holland ll 6395 1826 — Measures of Surface. French. Old system . — 1 Square Inch 1 Arpent (Paris) 1 Arpent (woodland) New system . — 1 Are 1 Decare 1 Hecatare 1 Square Metre 1 Are = 1‘1 364 United States inches. = 900 square toises. =•100 square royal perches. = 100 square metres. = 10 ares. = 100 ares. = 1550-85 square inches, or 10-7698 sq. ft = 1076-98 square feet. Table showing the relation of Foreign Measures of Surface compared with those of the United States Places. Measures. Sq. yards. Places. Measures. Sq. yards. Amsterdam ... Morgen 9722 Portugal Geira 6970 Berlin “ great 6786 Prussia Morgen 3053 U 3054 3158 Canary Isles... 9490 13066-6 4840 Acre 6150 6179 Fanegada 5500 Hamburgh Morgen 11545 Sweden Tunneland 5900 3100 Faux Ireland Acre 7840 Vienna Joch 6889 3998 Common acre 3875-6 Measures of Capacity. British. The Imperial gallon measures 277-274 cubic inches, containing 10 lbs. avoirdupois of distilled water, weighed in air, at the temperature of 62°, the barometer at 30 inches For Grain. 8 bushels = 1 quarter. 1 quarter = 10’2694 cubic feet. Coal, or heaped measure. 3 bushels = 1 sack. 12 sacks = 1 chaldron. Imperial bushel = 2218-192 cubic inches. * Heaped bushel, 19-^ inches diameter, cone 6 inches high = 2815 4872 cubic inches. 1 chaldron = 58'658 cubic feet, and weighs 3136 pounds. 1 chaldron (Newcastle) = 5936 pounds. French. New system . — 1 Litre = 1 cubic decimetre, or 6P074 U. S. cubic inches. Old system. — 1 Boisseau = 13 litres = 793'964 cubic inches, or 3'43 gallons. 1 Pinte = 0-931 litres, or 5 6 ’8 17 cubic inches. Spanish. 1 Wine Arroba = 4-2455 gallons. 1 Fanega (common measure) = 1'593 bushels. * When heaped in the form of a true cone. WEIGHTS AND MEASURES. 907 Table showing the relative Capacity of Foreign Liquid Measures compared with those of the United States. Places. Measures. Cub. inch. Places. Measures. Cub. inch. Amsterdam ... Anker. 2331 Naples Wine Barille 2544 « 146 1133 194 Oporto 1555 Bordeaux Barrique 14033 Rome Wine Barille 2560 Bremen 194-5 Oil “ 2240 949 a 80 Constantinople Almud 319 Russia Weddras 752 Copenhagen ... Florence 2355 94 Oil Barille 1946 Scotland Pint 103-5 U 2427 Sicily 662 61-07 22'5 Setier 2760 30-5 Genoa Wine Barille 4530 Sweden Eimer 4794 Pinte 90-5 Trieste 4007 Hamburgh Stubgen 221 Tripoli Mattari 1376 231 Oil “ 1157 628 Hungary Eimer 4474 Venice Seccliio Leghorn Oil Barille 1942 Vienna Eimer 3452 Lisbon Almude 1040 « 86-33 Malta Caffiri 1270 Table showing the relative Capacity of Foreign Dry Measures compared with those of the United States. Places. Measures. Cub. inch. Places. Measures. Cub. inch. Alexandria Rebele 9587 Malta Salme 16930 “ Kislos 10418 Marseilles Charge 9411 Algiers Tarrie 1219 Milan Moggi 8444 Amsterdam ... Mudde 6596 Naples Tomoli 3122 Sack 4947 Oporto. .' Alquiere 1051 Antwerp Viertel 4705 Persia Artaba 4013 Azores Alquiere 731 Poland Zorzec 3120 Berlin Scbeffel 3180 Riga Loop 3978 Bremen 4339 16904 Candia Charge 9288 49.0fi Constantinople Kislos 2023 Rotterdam .... Sach 6361 Copenhagen ... Toende 8489 Russia Chetwert 12448 Corsica Stajo 6014 Sardinia Starelli 2988 Florence Stari 1449 Scotland " Firlot 2197 Geneva Coupes 4739 91 014 Genoa Mina 7382 1 Greece Medimni 2390 Smyrna Kislos 2141 Hamburgh Scheffel., 6426 Spain Catrize 41269 Hanover Malter 6868 Sweden Tunnar .1 8940 Leghorn Stajo 1501 Trieste Stari 4521 “ Sacco 4503 19780 Lisbon Alquiere 817 21 855 Fanega 3268 4945 Madeira Alquiere 684 Vienna Metzen 3753 Malaga Fanega 3783 French. Measures of Solidity. 1 Cubic foot Decistre Stere (a cubic metre) Decastere 1 Stere = 2093-470 U. S. inches. = 3-5375 cubic feet. = 35'375 “ = 353-75 = 6107T1564 Measures of Weight. British 1 troy Grain == .003961 cubic inches of distilled water. 1 troy Pound = 22-815689 cubic inches of water. French. Old system. — 1 Grain = 0-8188 grains troy 1 Gros = 58-9548 “ 1 Once = 1 0780 oz. avoirdupois. 1 Livre = 1-0780 lbs. “ 908 WHEELS. Measures of Weight- French. New system. — Milligramme Centigramme -Continued. = "01543 troy grains. — "15433 = 1-54331 = 15-43315 = 154-33159 = 1543-3159 Decigramme Gramme Decagramme Hecatogramme 1 Millier = 1000 Kilogrammes = 1 ton sea weight. Spanish ... Swedish . Austrian . 1 Kilogramme 1 Pound avoirdupois 1 Pound troy . 1 “ . 1 “ . 1 “ Prussian 1 2’20 4737 lbs. avoirdupois. 0-4535685 kilogramme. 0- 3732223 1- 0152 lbs. avoirdupois. 0- 9376 1- 2351 1-0333 Note. — In the new French system, the values of the base of each measure, viz., Metre, Litre, St era, Are, and Gramme, are decreased or increased by the following words prefixed to them. Thus, Milli expresses the 1 000th part. Centi “ “ 100 th “ Deci “ “ 10 th “ Deca “ “ 10 times the value. Hecato expresses 100 times the value. Chilio “ 1000 Myrio “ 10000 “ Table showing the relative value of Foreign Weights compared with those of the United States. Places. , Weights. Number equal to 100 avoir- dupois pounds. Places. Weights. Number equal to 100 avoir- dupois pounds. Rot toll 2046 93-20 Oke 35*80 Catty 76-92 Rottoli 107- Pound 133-56 84- “ (common)... “ (silk) 97-14 Amsterdam ... Pound 9P8 Lyons 98-81 143-20 112*6 Maund 33-33 Batavia Catty 70-78 Morea Pound 90-79 Bengal Berlin Seer 53-57 Naples Rottoli 5091 Pound 96-8 Rome Pound 133-69 125*3 91-80 « 90*93 « 110-86 « 97*14 Sicily (4 142-85 105* Oke 85-9 Catty Pound 106-67 Constantinople Copenhagen ... Oke. 3555 120-68 Pound 90-80 Tangiers “ (miner’s) 94-27 131-72 Rottoli 89-28 19-07 9009 25-28 Pound (heavy) 94-74 133.56 “ (light)! 150- 82*35 81- 92-86 « 112-25 Hamburgh “ “ 93.63 To convert English Imperial gallons into United States gallons, multiply by 1-20032. And to con- cert United States gallons into English Imperial gallons, multiply by -83311. For an extended view of the various systems of weights and measures in use, see a work on this subject by Professor J. H. Alexander, of Baltimore. WHEELS. Under this head we give a few of the best forms of railroad-car wheels in use. Se« also A ppendix. 3844— g. Hawks’ patent, 1807. 3845, 3846— W. Losh & G. Stephenson’s patent, 1816. WHEELS. DO [ J 3858 — B. Hicks’ patent, 1834. 3859 — R. Whiteside’s patent, 1834. 3860— W. B. Adams’ patent, 1835. 38G1 — I. Day’s patent, 1835. 3862— R. R. Reinagle’s patent, 1836. 3863 — H. Van Wart’s patent, 1830. 38CG — G. Cottam’s patent, 1837 3869 — J. Grimes’ patent, 1838. 910 WHEELS. 3870. ...I F. Rnurne & I. Bartley’s patent, .838. . .3871. 3872—1. Rivington, 1839. 3885 1. O. Young 3886 Patented in 1811 3887. WHEELS. 911 3891 VV. Losh 3892 Patented in 1842 3893. 3894— T. Banks’ patent, 1842 3903 Thomas Melling 3904 Patented in 184G 3905. 3908 — H. Grafton’s patent, 1847, 3909 — B. P. Stratton’s patent, 1847 3910— F. Abate, registered in (847. 3911-F. Chaplin’s patent, 1847. 912 WHEELS, PADDLE. 3912 — VV. E. Newton’s patent, 1847. 3913 — G. Stephenson & Co. 3914— Locomotive-engine wheel. 3915 — I. G. Bodmer, 1842. 3918 — Bristol and Exeter Railway, 1840. WHEELS, PADDLE, the wheels employed in the propulsion of steamboats. Common paddle- wheels mostly consist of iron framing, supporting paddle-boards or floats fixed at equal distances around the rim, and radiating from the centre ; they are placed one upon each side of the vessel, and are se- cured to a strong shaft passing across it, which is turned round by the engines, each engine working a crank fixed upon it ; and are placed at right angles to each other. Fig. 3920 represents the common paddle-wheel. 3920. 3923. There is a supposed loss of power attending this description of wheel, on account of only one of the floats striking the water in a vertical position at the same time, the action of the others being oblique; some of them, in fact, backwater, or partially oppose the motion of the vessel. Attempts have been made to obviate these defects by constructing improved wheels, the paddles of which maintain a vertical po- sition in their passage through the water, when in front of the wheel, by having feathering floats, and these are called vertical paddle-wheels. Figs. 3921 and 3922 represent a section and elevation of the vertical paddle-wheels of the “ Medea.” They have been found to answer well for sea-going packets, where the paddle-wheels are deeply immersed in the water; but they are more liable to derangement than the ordinary wheels ; the floats may be made to leave the water at any required angle. Mr. P. W. Barlow, C. E., states the proportion of the power expended on Morgan's vertical wheels at 546, and of the former at 151 to 197. The Cycloidal paddle-wheel, Fig. 3923, (the paddle-wheel of the “Great 1768161-0,”) forms, the most recent improvement, and is said to possess the advantages of each of the former, being effective and strong, yet simple, in point of construction. It was patented by Mr. Galloway in the year 1835, although first used by Mr. Field in 1833. The floats are divided into a number of parts, which are placed upon WIRE ROPE MACHINERY. 913 the wheel in the curve of a cycloid, so that they enter the water at the same, spot, and follow one an- other so rapidly as to cause little resistance to the engine ; in passing the centre, there is full scope to their action, and in coming out they allow the water to escape readily from them. The draught of the vessel is necessarily greatest at the commencement of a voyage, particularly if it should be a long one, on account of the full quantity of coals for the whole voyage increasing the amount of tonnage, and other similar contingencies ; the wheels are, therefore, immersed very deep in the water, which has the etfect of increasing the resistance ; but this loss of power diminishes as the. 3921. 3922. vessel proceeds. The adjusting of the floats of paddle-wheels to the requisite depth of immersion is called reefing the fi oats, and there is some difficulty connected with it ; but this defect may be partly rectified with the cycloidal wheels, as the outer floats need not be fixed at starting, but fitted on as the voyage proceeds ; and the larger the wheel, the less will the vessel be affected by this defect, as the diameter of the wheel increases in a greater proportion than the variation of immersion of the vessel ; the latter is consequently proportionately less than other vessels, when each are laden. WIRE COVERING- MACHINE. Fig. 3924 is a simple, machine for covering bonnet or telegraph wire, and which may be easily constructed. There are other kinds of machines which we have seen in operation that can cover five and six wires at once, but this one is certainly not surpassed for 3924. simplicity. A A, sole of machine, made of wood, into which are mortised the two uprights B B, only one of which is shown — they are placed about three inches apart; C, upright frame for carry- ing shaft D and tube E ; F F, two rollers for drawing through the wire as it is covered : the top roller is made of lead, so as to give pres- sure to the wire to take it through ; E, tube or hollow spindle through which the wire passes ; G G, spur-wheel and pinion for driving hollow spindle and bobbin A ; I, brackets for carrying end of hollow spindle ; J, endless-screw for working the pulley-wheel 0, fixed on the outer end of the under-roller F ; K, support for steadying the wire as it passes through the spindle E. H, bobbin containing the thread for covering the wire ; L is a small eye fixed into the fram6 that carries the bobbin, through which the thread passes on to the wire. In using the machine the wire to be covered is held by the hands, and kept stretched as it is drawn through by the two roll- ers ; another pair of rollers might be applied to keep the wire stretched, the same as the drawing-rollers. WIRE ROPE MACHINERY. The machinery by which so intractable a material as iron wire, when compared with hemp, is spun into a rope, is most simple and complete, and has been patented in England by Mr. Smith. As the drums on which the wire is wound deliver it to the spinning portion of the machinery, the rope, beautifully and regularly finished, is seen flying away with inconceivable rapidity, and the harmony, smoothness, and freedom from jar or strain with which the whole works is truly admirable. The motion is entirely new for such a purpose, being without wheels, and is effected by a mechanical arrangement similar to an orrery, or the sun and planet motion ; it effects great econo- my in working cost from the decreased friction, takes up much less space than the ordinary machines, and makes but little noise when in most rapid operation. The following is the specification and de- scription : Firstly, my invention, in so far as it regards machinery for, or methods of manufacturing rope or cord- age, has relation to the means employed to give motion to the reels or bobbins in laying the yarn or wire into strands, or in laying strands into rope or cordage, and consists in the improved arrangements Vol. II. — 58 on WIRE ROPE MACHINERY. for that purpose represented in Figs. 3925 and 3926, the former of which is a plan of the machinery or the line y x, and the latter a side elevation thereof. The bobbins or reels gg (of any convenient num- ber) are mounted in a circular frame A, which is upheld by screw-rods v v, with an outer framework A 1 consisting of a basement k, four pillars pp, an entablature y 1 , spandrills x‘ x 1 , and conical apex w. The principal parts of the frame A are three six-armed rings R 1 , R 2 , R 3 , which are connected vertically to gether in the manner to be presently explained, and two laying-plates 1 1 at top of all. The undermost ring R 1 , is connected by a series of cranks Gee, with the second ring R 2 , and R 2 with the third ring F„ 3 , by straight vertical rods s s. The centre crank C is stationary, and stepped by its short arm in a pe- destal N, attached to the basement of the outer framework A 2 , while the undermost ring R 1 is attached to a loose boss r, slipped over the short arm of the crank C, so that on a rotating movement being given to the ring R 1 , it carries round with it the ring R 2 by means of the side-cranks e e — that is to any, the side-cranks e e, which may be called live cranks, are made to revolve round the centre or dead crank C ; while the ring R 2 in its turn imparts, through the medium of the vertical rods ss, a simultaneous ro- tary movement to the top ring R 3 . The long arms of the connecting cranks e e carry the reels or bob- bins gg, on which the yarn or wire is wound, and as they revolve at fixed and invariable distances WOODS, VARIETIES OF. •DM ror.nd the centre or dead crank C, any twist of the yarn or wire, which is in the course of being laid, is effectually prevented. The requisite rotary motion is given to the machine by means of a pair of bevel- wheels B 1 and B 2 , the former of which (B 1 ) is attached to the loose boss r on the short arm of the dead crank C, and the latter (B 2 ) to a shaft S, which is turned by a steam-engine, or other first mover, through the medium of the riggers a a. The long arm of the dead crank 0 carries at top a reel or bobbin u, from which the heart or core for the rope or cordage (of whatever material such heart or core may be) is supplied. The yarns or wires from the different bobbins pass through guide-holes in the topmost ring R 3 , and meet and unite with the core at the laying-plates tt. To the revolving shaft S, and at a little distance from the riggers a a, there is attached a worm-wheel h, the threads of which take into a tan- gent-wheel i, and thereby give motion to a whelp-wheel/ keyed to the axis k 1 , of i. The whelp-wheel »' serves to receive or take away the strand or rope as it is delivered from the twisting or bobbin-frame A over the pulley Q. The whelps 1 1 of the wheel ;' are movable to and fro in slots, as usual, so that they may expand or contract (as it were) in proportion to the lay of the strand or rope. On the axis k of the wheels i and/ and outside of both, there is keyed a flat grooved rigger m, which is connected by a band n to a similar flat grooved rigger o, keyed on a separate shaft P, which carries a double whelp-wdieel q , by which the strand or rope is carried along as it is completed. And, secondly, my invention, in so far as it regards the fitting and using rope or cordage, has special relation to the application of wire rope or cordage to the standing rigging of ships, and consists in the improved contrivance for the purpose represented in the figure ; a represents the side of a vessel ; B, the chain-plate ; D, a spring lanyard of the ordinary form ; / a tube, in which the lanyard is inclosed ; c, a slip shackle ; e, a stud attached to the front of the tube/) and having an orifice in it, through which the forelock e‘ is passed. By taking out the forelock e\ and pulling down the tube/, the shackle slips up and opens out, whereby the rope can be instantly disengaged as may be required. WIRING MACHINE, for the manufacture of tin , sheet-iron, and other plate-ware — Patented by A. W. Whitney, Woodstock, Vermont, 1817. The face-plates or rolls HIP are made of cast-steel of an improved form, having the journal-boxes of their shafts in a cast-iron frame. This frame consists of two pieces, fitted together at A, and at the top of the upright piece under K. The journal-box A has two projecting ears or bearings, (one of which is seen at A,) at right angles to the shaft B H, on which ears it is supported, forming a fulcrum to the shaft B H ; thus preserving the bearing of the shaft A perfect, while the end H is raised and depressed in the process of working. B is a movable collar for adjusting the shaft and rolls longitudinally, with great nicety. C is a binding screw for keeping the collar in place. In the shaft concealed by the collar B, is a spiral groove, into which the binding screw enters. Thus, by turn- ing the collar on the shaft, a nice longitudinal adjust- ment can readily be obtained. The movement of the rolls H H is secured in the usual manner by the con- necting geering G G. F is a gage extending between the rolls, with a spring F, and a thumb-nut L, for ad- justment. I is a forming gage, consisting of a friction roll attached to the side of a short rod or shaft, and having its journal bearing in the frame. On the inner end of this shaft is a ratchet-wheel N, for placing the gage in any desired position. Fitted to the ratch- et is a latch E for holding it in place. At D is a spring, pressing the latch into the teeth of the ratchet. In the working of the machine the bearing at A always remains perfect ; for its journal-box, by turn- ing on its ears, accommodates itself to the shaft in all positions. Again, the inclination of the shaft B H is always towards H, so as to bring the collar B in contact with the box. Now to compensate for any wear which may displace the rolls HH, as well as to adjust them to different kinds of work, the collar B is always immediately adequate. It will readily be seen that the above improvements secure advantages not possessed by any former construction, rendering the machine susceptible of immediate adaptation to plates of different thickness. The above improvements are applied to other machines. WOODS, VARIETIES OF, used in the Mechanical Arts . — By far the most numerous and important ot the materials from the vegetable kingdom are the woods, with which most parts of our globe are abundantly supplied ; great numbers of them are used in their respective countries, and are known to the naturalist, although but a very inconsiderable portion of them are familiar to us in our several local practices. The woods that are most commonly employed in this country are enumerated in an alphabetical list, together with the most authentic information obtainable concerning them. The general understanding of the principal differences of the woods will be greatly assisted by a brief examination into their structure which is now so commonly and beautifully developed by the sec- tions for the microscope. The Figs. 3928, 3929, 3930 are drawn from thin cuttings of beech-wood, prepared by the optician for that instrument: the principal lines alone are represented, and these are magnified to about twice their linear distances, for greater perspicuity. Fig. 3928, which represents the horizontal or transverse section of a young tree or a branch, shows the arrangement of the annual rings around the centre or pith ; these rings are surrounded by an ex- terior covering, consisting also of several thinner layers, which it will suffice to consider collectively, in their common acceptation, or as the bark. The fibres which are seen as rays proceeding from the pith to the bark, are the medullary rays or plates. a 16 WOODS, VARIETIES OF. Fig9. 3929 and 3930 are vertical sections of an older piece of beech-wood. Fig. 3929 is cut through a plane, such as from a to a, in which the edges of the annual rings appear as tolerably parallel fibres running in one direction, or lengthways through the stem ; the few thicker stripes gu'e the edges o> 6ome of the medullary rays. Fig. 3930 is cut radially, or through the heart, as from b to b. In this the fibres are observed to be arranged in two sets, or to run crossways ; there are, first, the edges of the annual rings, as in Fig. 3929 ; and, secondly, the broad medullary rays or plates. The whole of these figures, but especially the last, show the character of all the proper woods, namely, those possessing two sets of fibres, and in which the growth of the plant is accomplished, by the yearly addition of the external ring of the wood, and the internal ring of the bark, whence these rings are called annual rings, and the plants are said to be exogenous, from the growth of the wood being external. In Fig. 3928 the medullary rays are the more distinctly drawn, in accordance with the appearance of the section, as they seem to constitute more determinate lines ; whereas the annual rings consist rather of series of tubes arranged side by side, and in contact with each other, and which could not be repre- sented on so small a scale. At the outer part of each annual ring these tubes or pores appear to be smaller and closer ; the substance is, consequently, more dense, from the greater proportion of the mat- ter forming the walls of the tubes ; and the inner or the softer parts of the annual rings have in general larger vessels, and therefore less density. In many plants the wedge-form plates, intermediate between the medullary rays, only appear as an irregular cellular tissue full of small tubes or pores, without any very definite arrangement* The me- dullary rays constitute, however, the most characteristic part of the structure, and greatly assist in determining the difference between the varieties of the exogenous plants, as well as the wide distinc- tion between the entire group and those shortly to be described. The medullary rays also appear, by their distinct continuity, to constitute the principal source of combination and strength in the substance of the woods ; most of the medullary rays, in proceeding from the centre to the circumference, divide into parts to fill out the increased space. In the general way, the vertical fibres of the annual rings, and the horizontal fibres of the medullary rays, are closely and uniformly intermingled ; they form collectively the substance of the wood, and they also constitute two series of minute interstices, that are viewed to be either separate cells or ves- sels, the majority of which proceed vertically, the others radially. In many, as the oak, sycamore, maple, and sweet chestnut, the medullary rays, when dissected, exhibit a more expanded or foliated character, and pervade the structure, not as simple radial tubes, but as broad septa or divisions, which resemble flattened cells or clefts amongst the general groups of pores, giving rise to the term silver- grain, derived from them light and glossy appearance : they vary considerably in size and number. The beech-wood, Fig. 3930, has been selected as a medium example between this peculiarity and the ordinary crossings of the fibres, which in the firs and several others seem as straight as if they were lines mechanically ruled, and, even in the most dense woods, are in general easily made out under the microscope. The vessels or cells running amidst the fibres are to the plant what the blood-vessels and air-cells are to the animal ; a part of them convey the crude sap from the roots, or the mouths of the plant, through the external layers of the wood to the leaves, in which the sap is evaporated and prepared ; the fluid afterwards returns through the bark as the elaborated sap, and combines with that in the ex- ternal layers of the wood, the two constituting the cambium. The latter ultimately becomes consoli- dated for the production of the new annual ring that is deposited beneath the loosened bark, and which is eventually to constitute a part of the general substance or wood ; the bark also receives a minute addition yearly, and the remainder of the fluid returns to the earth as an excretion. f The other order of the plants grows in an entirely different manner, namely, by a deposition from within, whence they are said to be endogenous ; these include all the grasses, bamboos, palms, d:c. Endogens are mostly hollow, and have only one set of fibres, the vertical, which appear in the trans- verse section, Fig. 3931, as irregular dots closely congregated around the margin, and gradually more distant towards the centre, until they finally disappear, and leave a central cavity, or a loose cellular structure. Fig. 3932 represents the horizontal, and Fig. 3933 the vertical section of portions of the same, or the cocoanut palm (Cocos nucifera) of half their full size. * In the Cissampctos Pwrcira, belonging to the natural order Menispcrmaceae, this structure is singularlv evident; the medullary rays are very thick, and almost detached from the intermediate wedge-form plates, which are nearly solid, except the few pores by which they are pierced, much like the substance of the common cane. f The reader is referred to the following articles in the three editions of Dr. Lindley’s Introduction to Botany, namely, “ Exogenous structure and Of the stem and origin of wood and also, u Exogens and u Endogens, ” by the same Wthor, in the Penny Cyclopaedia; all are replete with physiological interest. WOODS, VARIETIES OF. 917 All the endogens are considered to commence from a circular pithy stem, which is entirely solid some, as the canes, maintain this solidity, with the exception of the tubes or pores extending through out their length. The bamboos extend greatly in diameter, so as to become hollow, except the dia phragms at the knots ; these are often used as cases for rolls of papers. The palms generally enlarge still more consider- ably to their extreme size, which, in seme cases, is fifty times the diameter of the original stem, the centre being soft and pithy. Some of the palms, &c., denote each yearly increase by one of the rings or markings upon their stems, which are always soft in the upper part, like a green vegetable, and terminate in a cluster of broad pendent leaves, generally annual, and when they drop off they leave circular marks upon the stem, which are sometimes permanent, and indicate by their num- ber the age of the plant. The vertical fibres above referred to proceed from the leaves, and are considered to be analogous to their roots, and likewise to assimilate in function to the downward flow of the sap from the leaves of the exogens : whereas in the palms they constitute separate and detached fibres, that first proceed inwards, and then again outwards, with a very long and gradual sweep, thereby causing the fibres to be arranged in part vertically, and in part inclined, as in the figure.* The substance of the stems of the palms is not allowed by physiological botanists to be proper wood, (which in all cases grows exteriorly, and possesses the two sets of fibres shown in Fig, 3930,) whereas the endogenous plants have only the one set, or the vertical fibres ; and although many of this tribe yield an abundance of valuable gifts to the natives of the trop- ical climates in which they flourish, only a portion of the lower as wood ; amongst other purposes, the smaller kinds are used by the natives as tubes for the convey- ance of water, and the larger pieces as joists and beams. The larger palms generally reach us in slabs measuring about the sixth or eighth part of the circle, as in Fig. 3931, the smaller sizes are sent entire; Fig. 3932 represents a small piece near the outside, with the fibres half size ; but the different palms vary considerably in the shapes, magnitudes, and dis- tances of the fibres, and the colors and densities of the two parts. In the vertical section, Fig. 3933, which is also drawn half size, the fibres look like streaks or wires imbedded in a substance similar to cement or pith, which is devoid of fibrous structure. The inhab- itants of the Isthmus of Darien pick out the fibres from some of the palms and use them as nails ; they are generally pointed, and in the specimens from which the drawing was made, they are as hard as rosewood, whereas the pithy substance is quite friable. Some of the smallest palms are imported into this country for walking-sticks, under the names of partridge and Penang canes, se ; they are placed rather wide asunder, and present considerable intervals for the softer and more s longy cellular tissue between them ; whereas in oak, mahogany, ebony, and rosewood, the fibres appeal rather smaller, but as if they possessed a similar quantity of matter, just as threads containing the same number of filaments are larger or smaller, accordingly as they are spun. The fibres are also more closely arranged in the harder woods, the intervals between them are necessarily less, and the whole appears a more solid and compact formation. The very different tools used by the turner for the soft woods and hard woods respectively, may have assisted in fixing these denominations as regards his art ; a division that is less specifically entertained by the joiner, who uses the same tools for the hard and soft woods, excepting a trifling difference in their angles and inclinations ; whereas the turner employs, for the soft woods, tools with keen edges of thirty or forty degrees, applied obliquely, and as a tangent to the circle ; and for the hard woods, tools of from seventy to ninety degrees upon the edge, applied as a radius, and parallel with the fibres, if so required. The tools last described answer very properly for the dense woods, in which the fibres are close and well united ; but applied to the softer kinds, in which the filaments are more tender and less firmly joined, the hard-wood tools produce rough, torn, and unfinished surfaces. In general, the weight or specific gravity of the woods may be taken as a sure criterion of their hardness ; for instance, the hard lignum-vitre, boxwood, iron-wood, and others, are mostly so heavy as to sink in water ; whereas the soft firs, poplar, and willow, do not, on the average, exceed half the weight of water, and other woods are of intermediate kinds.§ * A paring-knife working in a guide, and with an edge twelve or fourteen inches long, i9 a most effective instrument in the hands of the toy-makers. The pieces of birch, alder, &c., are boiled in a cauldron for about an hour to soften them, and whilst hot they may be worked with great expedition and perfection. The workmen pare off slices, the plankway of the grain, as large as four by six inches, almost as quickly as they can be counted: they are wedged tight in rows, like books, to cause them to dry tint and straight, and they seldom require any subsequent smoothing. In making the little wheels for carts, &c., say of one or two inches diameter, and one-quarter or three-eighths of an inch thick, they cut them the cross-way of the grain , out of cylinders previously turned and bored ; the flexibility of the hot moist wood being such that it yields to the edge of the knife, without breaking transversely as might be expected. t Scientifically considered, the drying is only said to be complete when the wood ceases to lose weight from evaporation : this does not occur after twice or thrice the period usually allowed for the process of seasoning. In many modern buildings small openings are left, through the walls to the external air, to allow a partial circulation amidst the beams and joists, as a preservative from decay, and for the entire completion of the seasoning. X Price’s Patent. § The most dense wood is the Iron Hark wood from New South Wales: in appearance it resembles a close hard ma- hogany, but more brown than red ; its specific gravity is P420, — its strength (compared with English oak, taken as usual at 1*000) is l'5o7. On the other hand, the lightest of the true woods is probably the Cortica , or the el none palustris , from Brazil, in Mr. Mier’s collection ; the specific gravity of this is only 0*206, whereas that of cork is 0*240 ; it has only one- seventh the weight of Iron Bark wood. The Cortica resembles ash in color and grain, except that it is pale.', finer, and much softer ; it is used by the natives lor wooden shoes. &.c. WOODS, VARIETIES OF. 9liJ The density or weight of many of the woods may be increased by their mechanical compression, which may be carried to the extent of fully one-third or fourth of their primary bulk, and the weight and hardness obtain a corresponding increase. This has been practised for the compression of tree-nails for ships, by driving the pins through a metal ring smaller than themselves directly into the hole in tho ship’s side •* * * * § at other times, (for railway purposes,) the woods have been passed through rollers, but this practice has been discontinued, as it is found to spread the fibres laterally, and to tear them asunder ;f an injury that does not occur when they are forced through a ring, which condenses the wood at all parts alike without any disturbance of its fibrous structure,! even when tested by the microscope ; after compression, the wood is so much harder that it cuts very differently, and the pieces almost ring when they are struck together ; fir may be thus compressed into a substance as close as pitch-pine. In many of the more dense woods, we also find an abundance of gum or resin, which fills up many of those spaces that would be otherwise void : the gum not only makes the wood so much the heavier, but at the same time it appears to act in a mechanical manner, to mingle with the fibres as a cement, and to unite them into a stronger mass ; for example, it is the turpentine that gives to the outer surface of the annual rings of the red and yellow deals the hard, horny character, and increases the elasticity of those timbers. Those woods which are the more completely impregnated with resin, gum, or oil, are in general also the more durable, as they are better defended from the attacks of moisture and insects. Timbers alternately exposed to wet and dry, are thought, by Tredgold and others, to suffer from losing every time a certain portion of their soluble parts ; if so, those which are naturally impregnated with substances insoluble in water may, in consequence, give out little or none of their component parts in the change from wet to dry, and on that account the better resist decay : this has been artificially imitated by forcing oil, tar, e always borne in mind. Provision must be made that the shrinking and swelling are as little re- strained as possible, otherwise the pieces may split and warp with an irresistible force : and the prin- cipal reliance for permanence or standing, should be placed on those pieces, (or lines of the work,) cut out the lengthway of the plank, which are, as before explained, much less disposed to break or become crooked, than the crossway sections : these particulars will be more distinctly shown by one or twe illustrations. Let abed represent the flat surface of a board ; e f, the edge of the same, and g li the end ; no con- traction will occur upon the line e f or the length, and in the general way, that line will remain pretty straight and rigid; but the whole of the shrinking will take place on gh, the width, which is slender, flexible, and disposed to become curved from any unequal exposure to the air; the four marginal lines of abed, are not likely to alter materially in respect to each other, but they will remain tolerably parallel and square, if originally so formed. A dovetailed box consists of six such pieces, the four sides of which, ABCD, Fig. 3944, are inter- laced at the angles by the dovetails, so that the flexible lines, as g h, on B, are connected with, and strengthened by, the strong lines, as c d, on A, and so on : the whole collectively form a very rigid frame, the more especially when the bottom piece is fixed to the sides by glue or screws, as it entirely removes from them the small power of racking upon the four angles, (by a motion like that of the jointed parallel rule,) which might happen if the dovetails, shown on a larger scale in Fig. 3945, were loosely fitted. 3945. 3944. When the grain of the four sides ABCD runs in the same direction, or parallel with the edges Of the box or drawer, as shown by the shade lines on A and B, and the pieces are equally wet or dry, hey will contract or expand equally, and without any mischief or derangement happening to the work ; to insure this condition, the four sides are usually cut out of the same plank. But if the pieces had the grain in different directions, as C and D, and the tw r o were nailed together, D would entirely prevent the contraction or expansion of C, and the latter would probably be split or cast, from being restrained. When admissible, it is therefore usual to avoid fixing together those pieces, in which the grain runs respectively lengthways and crossways, especially where apprehension exists of the occurrence of swelling or shrinking. A wide board, Fig. 8945-J-, composed of the slips ABODE, (reversed as in Fig. 3942,) is rendered still more permanent, and very much stronger, when its ends are confined by two clamps, such as G H, (one only seen ;) the shade lines represent the direction of the grain. The group of pieces, A to E, con- tract in width upon the line A E, and upon it they are also flexible, whereas the clamp G H is strong and incapable of contraction in that direction, and therefore unless the wood is thoroughly dry the two parts should be connected in a manner that will allow for the alteration of the one alone. This is effected by the tongue and groove fitting as represented ; the end piece G H is sometimes only fastened by a little glue in the centre of its length, but in cabinet-work, where the seasoning of the wood is gen- erally better attended to, it is glued throughout. If the clamp GII were fixed by tenons, (one of which, ij, is shown detached in Fig. 3946,) the con fraction of the part of the board between the tenons might cause it to split, the distance between the WOODS, VARIETIES OF. 931 mortises in G H being unalterable ; or the swelling of the board might cause it to bulge, and become rounding ; or the entire frame would twist and warp, as the expansion of the centre might be more powerful than the resistance to change in the two clamps, and force them to bend. It is therefore obvious that if any question exist as to the entire and complete dryness of the wood, the use of clamps is hazardous; although in their absence, the shrinking might tear away the wood from the plain glue-joint, even if it extended entirely across, without causing any further mischief, but more generally the shrinking would split the solid board. Another mode of clamping is represented at K ; it is there placed edgeways, and attached by an undercut or dovetailed groove, slightly taper in its length, and is fixed by a little glue at the larger end, which holds the two in firm contact : each of these modes, and some others, are frequently em- ployed for the large drawing-boards required by architects and engineers for the drawings made with squares and instruments. From a similar motive, the thin bottom of a drawer is grooved into the two sides and front, and only fixed to the back of the drawer by a few small screws or brads, so that it may swell or shrink without splitting, which might result were it confined all around its margin. It is more usual, however, to glue thin slips along the sides of large drawers, as in Fig. 3947, which strengthen the sides, and being grooved to receive the bottom, allow it to shrink without interfering either with the front or back of the drawer. In an ordinary door with two or more panels, all the marginal pieces ruu lengthways of the grain ; the two sides, called the stiles, extend the whole height, and receive the transverse pieces or rails, now mortised through the stiles, and wedged tight, but without risk of splitting, on account of their small width ; every panel is fitted into a groove within four edges of the frame. The width of the panel should be a trifle less than the extreme width of the grooves, and even the mouldings, when they are not worked in the solid, are fixed to the frame alone, and not to the panel, that they may not interfere with its alterations ; therefore in every direction, we have the framework in its strongest and most permanent position as to grain, and the panel is unrestrained from alteration in width if so disposed. This system of combination is carried to a great extent in the tops of mahogany billiard-tables, which consist of numerous panels about 8 inches square, the frames of which are 3-J- in. wide and 1-^- in. thick ; the panels are ploughed and tongued, so as to be level on the upper side, and from their small size the individual contraction of the separate pieces is insignificant, and consequently the general figure of the table is comparatively certain. Of late years, we are told that slate, a material uninfluenced by the atmosphere, has been almost exclusively used ; the top of a full-sized table, of 1 2 by 6 feet, consists of four slabs one inch thick, ground on their lower, and planed by machinery on their upper surfaces : the iron tables are almost abandoned for several reasons. Large thin slates, from their permanence of form, are sometimes used by engineers and others for drawing upon, and also in carpentry for the panels of superior doors. On glueing various works in wood. — Glue is the cement used for joining different pieces of wood ; it is a common jelly, made from the scraps that are pared off the hides of animals before they are subjected to the tan-pit for conversion into leather. The inferior kinds of glue are often contaminated with a considerable portion of the lime used for removing the hair from the skins, but the better sorts are transparent, especially the thin cakes of the Salisbury glue, which are of a clear amber color. In preparing the glue for use, it is most usually broken into small pieces, and soaked for about twelve hours in as much water as will cover it ; it is then melted in a glue-kettle, which is a double vessel or water-bath, the inner one for the glue, the outer for the water, in order that the temperature applied may never exceed that of boiling water. The glue is allowed at first to simmer gently for one or two hours, and if needful it is thinned by the addition of hot water, until it runs from the brush in a fine stream; it should be kept free from dust and dirt by a cover, in which a notch is made for the brush. Sometimes the glue is covered with water, and boiled without being soaked. Glue is considered to act in a twofold manner, first by simple adhesion, and secondly by excluding the air, so as to bring into action the pressure of the atmosphere. The latter, however, alone is an insufficient explanation, as the strength of a well-made glue-joint is frequently greater than the known pressure of the atmosphere : indeed, it often exceeds the strength of the solid wood, as the fracture does not at all times occur through the joint, and when it does, it almost invariably tears out some of the fibres of the wood ; mahogany and deal are considered to hold the glue better than any other woods. It is a great mistake to depend upon the quantity or thickness of the glue, as that joint holds the best in which the neighboring pieces of wood are brought the most closely into contact ; they, should first be well wetted with the glue, and then pressed together in various ways to exclude as much of it as possible, as will be explained. The works in turnery do not in general require much recourse to glue, as the parts are more usually connected by screws cut upon the edges of the materials themselves ; but when glue is used by the turner, the mode of proceeding is so completely similar to that practised in joinery-works, that no separate instructions appear to be called for, especially as those parts in which glue is required, as for example in Tunbridge ware, partake somewhat of the nature of joinery-work. When glue is applied to the end grain of the wood, it is rapidly absorbed in the pores ; it is therefore usual first to glue the end wood rather plentifully, and to allow it to soak in to fill the grain, and then to repeat the process until the usual quantity will remain upon the face of the work ; but it never holds so well upon the endway as the lengthway of the fibres. In glueing the edges of two boards together they are first planed very straight, true, and square ; they are then carefully examined as to accuracy, and marked, to show which way they are intended to be placed. The one piece is fixed upright in the chaps of the bench, the other is laid obliquely against it, and the glue-brush is then run along the angle formed between their edges, which are then placed in contact, and rubbed hard together lengthways, to force out as much of the glue as possible. When the joint begins to feel stiff under the hand, the two parts are brought into their intended 932 WOODS, VARIETIES OE. position and left to dry ; or as the bench cannot in general be spared so long, the work is cautiously removed from it, and rested in contact with a slip of wood placed against the wall, at a small incli- nation from the perpendicular. Two men are required in glueing the joints of long boards. In glueing a thin slip of wood on the edge of a board, as for a moulding, it is rubbed down very close and firm, and if it show any disposition to spring up at the ends, it is retained by placing thereoa heavy weights, which should remain until the work is cold ; but it is a better plan to glue on a wide piece, and then to saw off the part exceeding that which is required. Many works require screw-clamps and other contrivances, to retain the respective parts in contact whilst the glue is drying ; in others, the fittings by which the pieces are attached together supply the needful pressure. For instance, in glueing the dovetails of a box, or a drawer, such as Fig. 3944, dove- tails, if properly fitted, hold the sides together in the requisite manner, and the following is the order of proceeding. The dovetail pins, on the end B, Fig. 3944, are first sparingly glued, that piece is then fixed in the chaps of the bench, glue upwards, and the side A, held horizontally, is driven down upon B by blows of a hammer, which are given upon a waste piece of wood, smooth upon its lower face, and placed over the dovetail pins, which should a little exceed the thickness of the wood, so that when their superfluous length is finally planed off, they may make a good clean joint. When the pins of the dovetails come flush with the face, the driving-block is placed beside them to allow the pins to rise above the surface. The second end, D, is then glued the same as B, it is also fixed in the bench, and A is driven down upon it as before ; this unites the three sides of the square. The other pins on the ends B and D are then glued, and the first side, A, is placed downwards on the bench, upon two slips of wood placed close under the dovetails, that it may stand solid, and the remaining side, D, is driven down upon them to complete the connection of the four sides. The box is then measured with a square, to ascertain if it have accidentally become rhomboidal, or out of square, which should be immediately corrected by pressure in the direction of the longer diagonal ; lastly, the superfluous glue is scraped off whilst it is still soft with a chisel, and a sponge dipped in the hot water of the glue-kettle is occasionally used, to remove the last portion of glue from the work. The general method pursued in glueing the angles of the frame for a panel is somewhat similar, although modified, to meet the different structure of the joints. The tenons are made quite parallel both ways, but the mortises are a little bevelled or made longer outside, to admit the small wedges by which the tenons are fastened ; and the stiles are made somewhat longer than when finished, to pre- vent the mortises from being broken out in driving the wedges, which are mostly cut out of the waste pieces sawn off from the tenons in forming their shoulders or haunches. These details are seen in Fig. 3946. In glueing the frame for a single panel which is fitted into a groove, the whole of the frame is put together before commencing the glueing, and the stiles are knocked off one at a time, by which the misplacement of the pieces is avoided. The tenons are glued, and a little glue is thrust into the two mortises with a thin piece of wood; when the stiles have been driven down close, the joint is com- pleted by the insertion of a wedge on each side of the tenon ; their points are dipped in the glue, and they are driven in like nails, so as to fill out the mortises, after which the tenons cannot be with- drawn : sometimes the wedges are driven into saw-kerfs, previously made near the sides of the tenons ; the other stile is then knocked off, glued, and fixed in the same manner. Occasionally all four tenons are glued at the same time, and the two stiles are pressed together by screw-clamps, stretching across the frame just within the tenons; the wedges are lastly driven in, before the removal of the damps, and the door, if square and true, is left to dry. In many other cases also, the respective pieces are pressed together by screws variously contrived ; the boards employed to save the work from being disfigured by the screws are planed flat, and are warmed before the fire, to supply heat to keep the glue fluid until the work is screwed up, and the warmth afterwards assists in drying the glue : such heated boards are named cauls, and they are par- ticularly needed in laying down large veneers, which process is thus accomplished. The surfaces of the table or panel, and both sides of the veneer, are scratched over with a tool callec a toothing-plane, which has a perpendicular iron full of small grooves, so that it always retains a notchec or serrated edge ; this makes the roughness on the respective pieces, called the tooth or key, for the hold of the glue. A caul of the size of the table is made ready ; and several pairs of clamps, each consisting of two strong wooden bars, placed edgeways, and planed a little convex or rounding on their inner edges, and connected at their extremities with iron screw-bolts and nuts, are adjusted to the proper opening ; the table is warmed on its face, and the veneer and caul are both made very hot* All being ready, the table is brushed over quickly with thin glue or size, the veneer is glued and laid on the table, then the hot caul, and lastly the clamping-bars, which are screwed down as quickly as possible, at distances of three or four inches asunder, until they lie exactly flat. The slender veneer is thereby made to touch the table at every point, and almost the -whole of the glue is squeezed out, as the heat of the caul is readily communicated through the thin veneer to the glue and retains it in a state of fluidity for the short space of time required for screwing down, when several active men are engaged in the process. The table is kept under restraint until entirely cold, generally for the whole night at least, and the drying is not considered complete under two or three days.f * If the clamps were straight, their pressure would be only exerted at the sides of the table ; but being curved to the extent of one inch in three or four feet, their pressure is first exerted in the centre, and gradually extends over their entire length, when they are so far strained as to make the rounded edge bear flat upon the table and caul respectively. + In some of the large manufactories for cabinet-work, the premises are heated by steam-pipes, in which case the} have frequently a close stove in every workshop, heated many degrees beyond the general temperature, for giving the final seasoning to the wood, for heating the cauls, and for warming the glue, which is then done by opening a small steam-pips Into the outer vessel of the glue-pot. The arrangement is extremely clean, safe from fire, and the degree of the heat is very much under control. WOODS, VARIETIES OF. When the objects to be glued are curved, the cauls, or moulds, must be made of the counterpart cm ve, so as to fit them ; for example, in glueing the sounding-board upon the body of a harp, which may be compared to the half of a cone, a trough or caul is used of a corresponding curvature, and fur- nished all along the edge with a series of screws to bring the work into the closest possible contact. In glueing the veneers of maple, oak, and other woods upon curved mouldings, such as those for pic- ture-frames, the cauls or counterpart moulds are made to fit the work exactly. The moulding is usu- ally made in long pieces and polished, previously to being mitred or joined together to the sizes re- quired. In works that are curved in their length, as the circular fronts of drawers, and many of the foundry patterns that are worked to a long sweep, the pieces that receive the pressure of the screws used in fixing the work together “ whilst it is under glue,” are made in narrow slips, and pierced with a small hole at each end; they are then strung together like a necklace, but with two strings. This flexible caul can be used for all curves ; the strings prevent the derangement of the pieces whilst they are being fixed, or their loss when they are not in use. We have mentioned these cases to explain the general methods, and to urge the necessity of thin glue, of a proper degree of warmth to prevent it from being chilled, and of a pressure that may cause the greatest possible exclusion of glue from the joint. But for the comparatively small purposes of the amatuer, four or six hand-screws, or ordinary clamps, or the screw-chaps of the bench, aided by a string to bind around many of the curvilinear and other works, will generally suffice. As, however, the amateur may occasionally require to glue down a piece of veneer, we will, in con- clusion, describe the method of “ laying it with the hammer,” which requires none of the apparatus just described, but the veneering hammer alone. This is either made of iron with a very wide and thin plane, or more generally of a piece of wood from three to four inches square, with a round handle projecting from the centre ; the ODe edge of the hammer-head is Sawn down for the insertion of a piece of sheet- iron or steel, that projects about one-quarter of an inch, the edge of which is made very straight, smooth, and round ; and the opposite side of the square wooden head of the veneering hammer is rounded, to avoid its hurting the hand. The table and both sides of the veneer having been toothed, the surface of the table is warmed, and the outer face of the veneer and the surface of the table are wetted with very thin glue or with a stiff size. The inner face of the veneer is next glued ; it is held for a few moments before a blazing fire of shavings to render the glue very fluid, it is turned quickly down upon the table, and if large is rubbed down by the outstretched hands of several men ; the principal part of the remainder of the glue is then forced out by the veneering hammer, the edge of which is placed in the centre of the table ; the work- man leans with his whole weight upon the hammer, by means of one hand, and with the other he wrig- gles the tool by its handle, and draws it towards the edge of the table, continuing to bear heavily upon it all the time. The pressure being applied upon so narrow an edge, and which is gradually traversed or scraped over the entire surface, squeezes out the glue before it, as in a wave, and forces it out at the edge ; hav- ing proceeded along one line, the workman returns to the centre, and wriggles the tool along another part close by the side of the former ; and in fact as many men are generally engaged upon the surface of the table as the shop will supply, or that can cluster around it. The veneer is from time to time wetted with the hot size, which keeps up the warmth of the glue, and relieves the friction of the ham- mers, which might otherwise tear the face of the wood. The wet and warmth also render the veneer more pliable, and prevent it from cracking and curling up at the edges, as should the glue become chilled the veneer would break from the, sudden bending to which it might be subjected, by the pressure of the hammer just behind the wave of glue, which latter would be then too stiff to work out freely, owing to its gradual loss of fluidity ; the operation must, therefore, be conducted with all possible expedition. The concluding process is to tap the surface all over with the back of the hammer, and the dull hol- low sound will immediately indicate where the contact is incomplete, and here the application of the hammer must be repeated ; sometimes when the glue is too far set in these spots, the inner vessel of the glue-pot or heated irons are laid on to restore the warmth. By some, the table is at the conclusion laid flat on the floor, veneer downwards, and covered over with shavings, to prevent the too sudden ac- cess of air. Of course, the difficulty of the process increases with the magnitude of the work ; the mode is more laborious and less certain than that previously described, although it is constantly resorted to for the smaller pieces and strips of veneer. CHARACTERS AND USES OF THE WOODS COMMONLY EMPLOYED IN MECHANICAL AND ORNAMENTAL ARTS. Abele. See Poplar. Acacia, true. The Acacia proximo, Mordi, A. Guillard’s MSS., called in Cuba Sabicii, and in England Savico and Savacu, is a heavy, durable wood of the red-mahogany character, but rather darker and plainer ; it is highly esteemed in ship-building. The true acacias are found in warm parts of the world, and yield valuable though usually small timber, which is remarkable for being hard and tough, as Acacia tortuosa, called Cashaw-tree in the West Indies. On the west coast of Africa, Acacia verek has very hard white wood, as well as other species. A. mclanoxylon, black wattle-tree and blackwood, and A. decurrens, green wattle, occur in Hew Holland. In India, Acacia arabica and farnesiana, commonly called bubool, A. speciosa, and A. sundra, yield timber valued for different purposes. Many of these trees exude gum, and their bark ij employed in tanning leather. Acacia, Arise, the common acacia or locust-tree. See Locust-tree. African Black- wood. See Black Botany-Bay Wood. 034 WOODS, VARIETIES OF. Alder, ( Alnus glutinosa,) Europe and Asia. There are other species in North America and the Hima- layas. The common alder seldom exceeds 40 feet in height, is very durable under water, and wa» used for the piles of the Rialto at Venice, the buildings at Ravenna, Ac. : the wood is also much used for pipes, pumps, and sluices. The color of alder is reddish-yellow of different shades, and nearly uniform ; the wood is soft, and the smaller trees are much used for inferior turnery, as tooth- powder boxes, common toys, brushes and bobbins, and occasionally for foundry patterns. The roots and knots are sometimes beautifully veined, and used in cabinet-work. The charcoal of the alder is employed in the manufacture of gunpowder. Aloes-wood. See Calembeg. Almond-tree, ( Amygdalus communis ,) is very strongly recommended by Desormeaux, as being hard, heavy, oily or resinous, and somewhat pliable ; he says, the wood towards the root so much resem- bles lignum-vitce as to render it difficult to distinguish between them. It is sometimes called false lignum-vitcc, and is used for similar purposes, as handles, the teeth and bearings of wheels, pulleys, Ac., and any work exposed to blows or rough usage. It is met with in the south of Europe, Syria, Barbary, Ac. The wood of the bitter almond, grown in exposed rocky situations, is preferred. Amboyna-wood. See Kiabooca-wood. Angica-wood. See Cangica-wood. Aps. See Poplar. Apple-tree, ( Pyrus Malus.) The woods of the apple-trees, especially of the uncultivated, are in gen- eral pretty hard and close, and of red-brown tints, mostly lighter than the hazelnut. The butt of the tree only is used ; it is generally very straight and free from knots up to the crown, whence the branches spring. The apple-tree splits very well, and is one of the best woods for standing when it is properly seasoned ; it is very much used in Tunbridge turnery, for bottle-cases, Ac. : it is a clean-working wood, and being harder than chestnut, sycamore, or lime-tree, is better adapted than they are for screwed work, but is inferior in that respect to pear-tree, which is tougher. The millwright uses the crab-tree for the teeth of mortise-wheels. Apri,cot-tree, {Armeniaca vulgaris ,) a native of Armenia, is mentioned in all of the French works on turning, beginning with Bergeron, (1192,) who says the wood of the apricot-tree is very rarely met with sound, but that it is agreeably veined, and better suited to turning than carpentry. He else- where very justly adds, that we are naturally prejudiced in favor of those trees from which we derive agreeable fruits, and expect the respective woods to be either handsome in appearance or agreeable in scent, but in each of which expectations we are commonly disappointed : this applies generally to the orange and lemon trees, and we may add, to the quince, pomegranate, and coffee trees, the vine, and many others occasionally met with, rather as objects of curiosity than as ma- terials applicable to the arts. Arbor vitye. The different species of Thuja are called Arbor vita:, and are chiefly found in North America and China. T. occidentals, or American Arbor vit. tomentosa and I). Boylei, yield ebony on the continent of India. The tree yielding the African ebony is not ascertained. A kind of ebony is produced by Ameriinnum Ebenus , in the West In- dies, and called Jamaica ebony. Mountain Ebony. The different species of Banhinice are so called: B. porrecta grows on the hills in Jamaica, and has wood which is hard and veined with black. See Green Ebony and Coromandel. Elder, ( Sambucus nigra). The branches of the elder contain a very light kind of pith, which is used when dried for electrical purposes. The surrounding wood is peculiarly strong and elastic. The trunk-wood is tough and close-grained ; it is frequently used for common carpenters’ rules ana inferior t-urnery-work, for weavers’ shuttles, (many of which are also made of boxwood,) for fishermen's netting pins, shoemakers’ pegs, (fee. Elm, ( Ulmus ,) a timber-tree, of which there are five species; mean size, 44 ft. long, 32 in. diameter. The heartwood is red brown, darker than oak, the sap yellowish or brownish white .with pores inclining to red ; the wood is porous, cross-grained, and shrinks and twists much in drying. Elm is not liable to split, and bears the driving of nails or bolts better than any other timber, and it is exceedingly durable when constantly wet ; it is therefore much used for the keels of vessels, and for wet foundations, waterworks, piles, pumps, and boards for coffins ; from its toughness, elm is selected for the naves of wheels, shells for tackle-blocks, and sometimes for the gunwales of ships, and also for many purposes of common turnery, as it bears very rough usage without splitting. Wych Elm. This sometimes grows to the height of 10 feet, and the diameter of 3J feet ; the branches are principally at the top, the wood is lighter and more yellow in color than the above, also straighter and finer in the grain. It is tough, similar to young sweet chestnut for bending, and is much used by coachmakers, and by shipwrights for jolly-boats. Bock Elm appears very like the last ; it is extensively used for boat-building, and sometimes for archery bows, as it is considered to bend very well. Ulmus campestris is the common small-leaved elm, U. effusa is the spreading-branched, U. glabra is the smooth-leaved, and U. montana the Wych elm. Ulmus Americana, or the American elm, is used for the same purposes as the European siiecies, though the wood is inferior in quality. U. fulva and alata are other American species, and several species are found in the Himalayas. irs and Pines. See Pines. Eustio is the wood of a species of Mulberry, (Morns tinctorial growing in most parts of South America, the United States, and West Indies. It is a large and handsome tree ; it is shipped in trimmed logs from 2 to 4 ft. long, 3 to 8 in. diameter ; the color of the wood is a greenish- yellow ; it is principally used for dyeing greens and yellows, and also in mosaic cabinet-work and turning. Grexadillo, Granillo, or Grenada Oocus, from the West Indies, is apparently a lighter description of the common cocoa or cocus-wood, but changes ultimately to as dark a color, although more slowly. It is frequently imported without the sap. The tree yielding this has not been ascertained ; the hois dc Grenadille of the French is also called red ebony by their cabinet-makers. Green Ebony, from Jamaica, and the West Indies generally. It is cut in lengths of 3 to 6 ft., has a bark much like cocus, but thinner and smoother ; the heartwood is of a brownish green, like the green fig. It is used for round rulers, turnery, and marquetry-work, and it cleaves remarkably well. The dust is very puugent, and changes to red when the hands are washed with soap and water. The wood is very much used for dyeing, and it contains so much resinous matter, that the negroes in the West Indies employ it in fishing as a torch. The candle-woods of the West Indies obtain their name probably from the same circumstance ; they are allied to the rosewoods, but are ol lighter yellow colors. The ebony of Jamaica is Amcrimnum Ebenus, and has been mentioned under Ebony. The wood' is described as being of a fine greenish-brown color, hard, durable, and capable of tak ing a fine polish ; B. leucoxylon of South America yields le hois d'ebene verte. 942 WOODS, VARIETIES OF. Gr.kexhe,\rt ; from Jamaica, Demerara and the Brazils, bears a general resemblance to cocoa-wood both in size and bark, but the latter has a redder tint. Greenheart when first cut is of a light green brown, and striped, but it changes to the color of Lignum-vitce, and is by some considered to be Dernicioua. It is used for turnery and other works, but its texture is coarse, and it will not cleave at all profitably. Greenheart used in ship-building is entirely different from the above, and runs into several varieties. Dr. Bancroft describes Greenheart, or the Sipicra-t ree, to be in size like the locust-tree, say 60 or 70 feet high : there are two species, the black and the yellow, differing only in the color of tiieir bark and wood. He says there is also a purple-heart wood, of a bright crimson color, but which changes to purple, and is esteemed more valuable than the preceding. The Greenheart of Jamaica and Guiana is the Laurus Chloroxylon of botanists ; it is also called Cogwood in the former, and Sipicri in the latter locality. Gpmwood. or blue Gumwood, is the produce of New South Wales; it is sent over in large logs and planks ; the color is similar to that of dark Spanish mahogany, with a blue, sometimes a purple- gray cast : it is used in ship-building. There is also a variety of a redder tint, called red Gum- wood, which is used for ramrods ; both are also employed by the turner. Eucalyptus piperita is the blue gum-tree of New South Wales, while red gum-tree is another species, probably E. resinifera. Hackmetack Larch. See Pines. Harewood. See Sycamore. Haavthorn ( Cratcegus oxyacantha ) has hard wood of a whitish color, with a tinge of yellow; the grain is fine, and the wood takes a good polish ; but being small and difficult to work, it is not much used. Hazel, a small underwood, but little used for turning, except for a few toys. It is very elastic, and is used, as well as the ground-ash, for the rods of blacksmiths’ chisels, hoops of casks, and Firs ( Pinus ) constitute a very numerous family of cone-bearing timber-trees, that thrive the best in cold countries. The woods differ somewhat in color, partly from the greater or less quantity of resinous matter or turpentine contained in their pores, which gives rise to their popular distinc- tions, red, yellow, and white firs or deals, and the red, yellow, and white spruce, or pitch pines, and larches. They are further distinguished by the countries in which they grow, or the parts from whence they are shipped, as Norway, Baltic, Memel, Riga, Dantzic, and American timber, Ac. The general characters of the wood, and its innumerable uses besides those of ship and house carpentry, are too generally known to call for any description in this place ; but those who may require it will find abundant information in Tredgold’s Carpentry, pages 208 to 218. The Swiss pine, imported under the name Belly-boards, are used for the sounding-boards of musical instruments The larch is particularly durable, from the quantity of turpentine it contains ; it has of late been considerably employed for naval architecture, as likewise the Hackmetack larch : larch is consid- ered the best wood for the sleepers of railways ; its bark is also used for tanning. The American pitch-pine is likewise exceedingly durable, and is much used for flooring. The white hemlock contains very little turpentine, and is remarkably free from knots : it is sometimes from 2 to 3 feet square, and 60 to 70 feet long, and is suitable for piling, the staves of dry casks, Ac. ; it stands extremely well. The Cowdie, Kaurie, or New Zealand Pine, or Dammar a australis, is the most magnificent of the coniferous woods, although not a true pine. It is said to grow from -4 to 12 feet diameter ; one that had been blown down by the wind was found to measure upwards of 1 70 feet. The Norfolk Island pine, Araucaria excclsa, has enormous knots. In Norway, when they desire to procure a hard timber with an overdose of turpentine, they riug the bark of the branches just before the return of the sap ; the next year they ring the upper part of the stem ; the third year the central, and lastly, the lower part near the ground. By these means the sap or turpentine is progressively hindered from returning, and it very much increases the solidity and durability of the timber. The roots of some of the red deals so abound in turpentine, that the Scottish Highlanders, the natives of the West Indies, and of the Himalayas, use splinters of them as candles. The knots of deal, especially white deal, are particularly hard ; they are altogether detached from the wood in the outer planks, and often fall out when exposed in thin boards. WOODS, VARIETIES OF. 949 The pines and firs being so numerous, and the timbers of many being known in commerce by such a variety of names, it is difficult to ascertain the trees which yield them. The Finns sylvestris, however, called the wild pine, or Scotch fir, yields the red deal of Riga, called yellow deal in London ; Abies excelsa, or Norway spruce fir, yields white deal, Abies picea, or silver-fir, has whitish wood, much used for flooring ; Larix europea is the larch commoD on the Alpine districts of Germany, Switzerland, and Italy. Several other pines, as P. Pinaster , Pinea, Cembra, austriaca and pyrenaica, are found in the south of Europe, but their timber is less known in commerce. The North American pines, P. strobus, or Weymouth pine, called white pine in North America, and much used throughout the Northern States ; P. mitis or lutea, the yellow pine, is chiefly employed in the Northern and Middle States for house and ship building ; it is con- sidered next in durability to P. australis, Southern pine, called also P. palustris, and yellow pine, pitch pine, and red pine in different districts : it is said to form four-fifths of the houses in the Southern States, and to be preferred for naval architecture. Its timber is exported to the West Indies and to Liverpool, where it is called Georgia pitch-pine. Pinus tecda, frank- incense pine, called w'hite pine in Virginia ; P. rigida, Virginian or pitch-pine ; P. banksiana, Hudson’s Bay or Labrador pine ; P. inops, Jersey or poor pine, and P. resinosa. The American pitch-pine or red pine, called Norway pine in Canada, and yellow pine in Nova Scotia, and many others, yield deals of various qualities, more or less used in different districts. The American spruce firs are the Abies alba, nigra, and rubra, the white, black, and red spruce firs; the last is sometimes called Newfoundland red pine, and employed in ship- building; botli it and the black pine are exported to England; Abies canadensis, hemlock spruce fir, and A. balsamea, balm of Gilead fir, are also employed, although less valued foi their timber, but the American larch, Larix americana, is much esteemed. On the west coasl of America some magnificent pines have been discovered, as P. Douglasii and Lambertiana and others in Mexico. In the southern hemisphere the Cowdie pine or New Zealand pitch- tree, Dammara australis, considered so valuable for masts, belongs to the same genus as the Dammar- tree, D. Orientalis. The Himalayas abound in true pines : a splendid species is the Finns Dcodara already mentioned under Cedar ; so also are Pinus excelsa, Khutrow longifolia, with Abies Webbiana, Findrow, and others. Pi-ane-tree, (the Platanus occidentalism) a buttonwood-tree, is a native of North America ; it is abun- dant on the banks of the Mississippi and Ohio. This, perhaps one of the largest of the American trees, is sometimes 12 ft. in diameter; it is much used in the Western States. .The color of the wood resembles beech, but it is softer. The American variety is sometimes called water-beech and sycamore. Plane-tree is used for musical instruments and other works requiring a clean light-colored wood. The Platanus orientalis, called also lacewood, is a native of the Levant, and other Eastern countries ; it is smaller, softer, and more ornamental than the above ; the beauty of its septa gives it the damasked appearance from which it is sometimes named. It is commonly used by the Persians for their doors, windows, and furniture, and is suitable to ornamental cabinet-work and various kinds of turnery. The first kind also has septa, but they are smaller. The true lacewood-tree is the Daphne Lagetta. Plum-tree, ( Prunus domestica and F. spinosa) Europe, similar in general character to pear-tree, is used principally in turning. This is a handsome wood : in the endway of the grain it resembles cherry-tree, but the old trees are of a more reddish-brown, with darker marks of the same color. It begins to rot in small holes more generally away from, rather than in the centre of the tree, and it is very wasteful on that account. Poon-wood, or Peon-wood, of Singapore, is of a light porous texture, and light-grayish cedar color ; it is used in ship-building for planks, and makes excellent spars. The Calcutta poon is preferred. Calophyllwn inophyllum is called Poona in the peninsula of India, and C. angusti folium, Dr. Roxburgh says, is a native of Penang and of countries eastward of the Bay of Beugal, and that it yields the straight spars commonly called Poon, and which in those countries are used for the masts of ships. Pkixces-wood, from Jamaica, is generally sent in logs like cocoa-wood, from 4 to I in. diameter, and 4 to 5 ft. long ; it is a light-veined wood, something like West India satin-wood, but of a browner cast ; the sapwood resembles dark birchwood. It is principally used for turning. The Princes-wood of Jamaica, called also Spanish elm, is L'ordia Gerascanthus, but the above appears to be different. PorLAR, ( Fopulus .) The woods are soft, light, easy to work, suited to carving, common turnery, and works not exposed to much wear. It is considered to be very durable when kept dry, and it does not readily take fire. The bark of white poplar is almost as light as cork. The wooden polishing-wheels of the glass-grinder are made out of horizontal slices of the entire stem, about one inch thick, as from its softness it readily imbibes the polishing materials. The wood of the Abele, or white poplar, is also commonly known as Ars ; it is extensively used m Europe for toys and common turnery, and is frequently of a uniform reddish color, like red deal, but with very small veins. Populus alba is the white poplar or Abele, P. canescens the gray or common white, L\ Tremida is the aspen, and P. pyramidalis or fasligiata, the Lombardy poplar. There are other species in North America and the Himalayas. Prize-wood. A large ill-defined wood, from the Brazils, apparently of the cocus-wood kind, but lighter, arid generally of reddish color. Purple-heart is mentioned by Dr. Bancroft, (see Grccuhcart ;) it is perhaps the more proper name for the wood next described. 950 WOODS, VARIETIES OF. Purple-wood, or Amaranthus, from the Brazils, is imported in logs from 8 to 12 in. square and 8 te 10 ft. long, or in planks: its color is dark gray when first cut, but it changes rapidly, and ulti- mately becomes a dark purple. Varieties of Kingwood are sometimes called purple and violet woods: these are variegated : but the true purple-wood is plain, and principally used for ramrods, and occasionally for buhl- work, marquetry, and turning. A few logs of purple-wood are often found in importations ol Kingwood ; it is probable also that the purple-heart is thus named occasionally. Quassia- wood. The quassia-tree is a beautiful tall tree, of North and South America and the West Indies. The wood is of a pale yellow, or light brown, and about as hard as beech ; its taste is intensely bitter, but the smell is very agreeable ; the wood, bark, and fruit are all medicinal. “ This wood is well known in the Isthmus of Darien, and is invariably carried by all the natives as a ‘ contra’ against the bite of venomous snakes ; it is chewed in small slices, and the juice is swallowed.” — Col. G. A. Lloyd. Quassia amara, is a small tree ; Simaruba amara is the Mountain damson of the West Indies, and Picrama excelsa, the lofty Bitter- wood. All have a similarly colored wood, which is intensely bitter Queenwood, from the Brazils, a term applied occasionally to woods of the Greenheart and Cocoa- wood character. Quince-tree, {Cydonia vulgaris.) See Apricot-tree. Red Gumwood. See Gumwood. Red Saunders, or Ruby-wood, an East Indian wood, the produce of Pterocarpus santalinus, is prin- cipally shipped from Calcutta in logs from 2 to 10 in. diameter, generally without sap, and some- times in roots and split pieces ; it is very hard and heavy ; it is very much used as a red dye- wood, and often for turning. The logs are often notched at both ends, or cut with a hole as for a rope, and much worn externally from being dragged along the ground ; other woods, and also the ivory tusks, are sometimes perforated for the like purpose. The wood of Adenanthera pavonia (see Coral-wood) is similar in nature, and sometimes con- founded with the red saunders. Rosetta-wood is a good sized East Indian wood, imported in logs 9 to 14 in. diameter ; it is hand- somely veined ; the general color is a lively red-orange, (like the skin of a Malta orange,) with darker marks, which are sometimes nearly black; ths wood is close, hard, and very beautiful when first cut, but soon gets darker. Rosewood is produced in the Brazils, the Canary Isles, the East Indies, and Africa. It is imported in very large slabs, or the halves of trees which average 18 inches wide. The best is from Rio de Janeiro, the second quality from Bahia, and the commonest from the East Indies: the latter is called East India blackwood, although it happens to be the lightest and most red of the three ; it is devoid of the powerful smell of the true rosewood, which latter Dr. Lindley considers to be a species of Mimosa. The pores of the East India rosewood appear to contain less or none of the resinous matter, in which the odor, like that of the flower Acacia armata, arises. Rosewood contains so much gum and oil, that small splinters make excellent matches. The colors of rosewood are from light hazel to deep purple, or nearly black : the tints are sometimes abruptly contrasted, at other times striped or nearly uniform. The wood is very heavy ; some specimens are close and fine in the grain, whereas others are as open as coarse mahogany, or rather are more abundant in veins : the black streaks are sometimes particularly hard, and very destructive to the tools. Next to mahogany, it is the most abundant of the furniture woods; a large quantity is cut into veneers for upholstery and cabinet-work, and solid pieces are used for the same purposes, and for a great variety of turned articles of ordinary consumption. In the Brazils, the ordinary rosewood is called Jacaranda Cabuna ; there is a sort which is much more free from resinous pores, that is called Cabuna only : and a third variety, Jacaranda Tam, is of a pale red, with a few darker veins ; it is close, hard, and very free from resinous veins ; its colors more resemble those of tulip-wood. Mr. Edwards says, that “ at the time when rosewood was first imported into England, there was on the scale of Custom-house duties, ‘ Lignum Rhodium, per ton, £40,’ referring to the wood from which the ‘ oil of Rhodium’ was extracted, which at that time realized a very high price. The officers claimed the like duty on the furniture rosewood; it was afterwards imported as Jacaranda, Palisander, and Palaxander-wood, by which names it is still called in Europe. The duty was first reduced to six guineas, then in 1842 to one pound, and in 1845 the duty was en- tirely removed ; the consumption has proportionately increased. It is now only known as rose- wood, some logs of which have produced as much as £150, when cut into veneers.” Rosewood is a term as generally applied as iron-wood, and to as great a variety of plants in different countries, sometimes from the color and sometimes from the smell of the woods. The rosewood which is imported in such large quantities from Bahia and Rio Janeiro, called also Jacaranda, is so named according to Prince Maximilian, as quoted by Dr. Lindley, be- cause when fresh it has a faint but agreeable smell of roses, and is produced by a Mimosa in the forests of Brazil. Mr. D. Loddiges informs us it is the Mimosa Jacaranda. The rosewood, or candle-wood, of the West Indies, is Amyris balsamifera according to Browne, and is also called Sweetwood, while Amyris montan a is called Yellow candle- wood, or rosewood, and also yellow saunders. Other plants to which the name is also ap- plied, are Licaria guianensis of Aublet, Erythroxylurn areolatum, Colliguaya odorifsra, Molina, Ac. The rosewood of New South Wales is Trichilia r/landulosa ; that of the East Indies, if flu same as what is there called Blackwood, is Dalbergia latifolia. WOODS, VARIETIES OF. 95 i The lignum rhodium of the ancients, from which the oil of the same name and having the odor of roses was prepared, has not yet been ascertained ; it has been supposed to be the Genista canariensis, and by others, Convolvulus scoparius. Ruby-wood. See Red Saunders. Sallow ( Salix caprea) is white, with a pale-red cast, like red deal, but without the veins. The wood is soft, and only used for very common works, such as children’s toys : like willow, of which it is a variety, it is planed into chips, and made into bonnets. and baskets; it splits well. Se<- Willow. Sandal-wood is the produce of Santalum album, a tree having somewhat the appearance of a large myrtle. The wood is extensively employed as a perfume in the funeral ceremonies of the Him doos. The deeper the color, which is of a yellow brown, and the nearer the root, the better i- tbe perfume. Malabar produces the finest sandal-wood ; it is also found in Ceylon and the South Sea Islands. It is imported in trimmed logs from 3 to 8 and rarely 14 in. diameter ; the wood is in general softer than boxwood, and easier to cut. It is used for parts of cabinets, neck- laces, ornaments, and fans. The bark of the sandal-wood gives a most beautiful red or ligh* claret-colored dye, but it fades almost immediately when used as a simple infusion ; in the hamb of the experienced dyer it might, it is supposed, be very useful. There are woods described in the French works as red sandal-woods. See Calembeg. The sandal-wood tree of the Malabar coast is the Santalum album ; that of the South Sea Islands is considered to be a distinct species, and has been named Santalum Freycinetianuin . there is a spurious sandal-wood in the Sandwich Isles, called by the natives Nailiio , (J/yo porum tenuifolium.) Sapan-wood, or Buckum-wood, (Ccesalpinia Sapan,) is obtained from a species of the same genu- that yields the Brazil-wood. It is a middle-sized tree, indigenous to Siam, Pegu, the coast of Coromandel, the Eastern Islands, &c. It is imported in pieces like Brazil-wood, to which, for the purposes of dyeing, it is greatly inferior ; it is generally too unsound to be useful for turning. Satin-wood. The best variety is the West Indian, imported from St. Domingo, in square logs and planks, from 9 to 20 in. wide ; the next in quality is the East Indian, shipped from Singapore and Bombay in round logs from 9 to 30 in. diameter ; and the most inferior is from Hew Provi- dence, in sticks, from 3J to 10 in. square ; the wood is close, not so hard as boxwood, but some- what like it in color, or rather more orange ; some pieces are very beautifully mottled and curled. It was much in vogue a few years back for internal decoration and furniture ; it is now principally used for brushes, and somewhat for turning ; the finest kinds are cut into veneers, which are then expensive; the Nassau-wood is generally used for brushes. Satin-wood, of hsiid- some figure, was formerly imported in large quantities from the island of Dominica. The wood has an agreeable scent, and is sometimes called yellow saunders. Bergeron mentions a “ bois saline rouge? The satin-wood of Guiana is stated by Aublet to be yielded by his Ferolia guianensis, which has both white and reddish-colored wood, both satiny in appearance. The satin-wood of India and Ceylon is yielded by Chloroxylon Swietenia. Sassafras-wood is a species of laurel, ( Sassafras officinalis;) the root is used in medicine. The- small wood is of a light brown, the large is darker ; both are plain, soft, and close. Sassafras- wood measures from 4 to 12 in. diameter; it is sometimes chosen for cabinet-work and turning, on account of its scent. Saul, or S&l, an East Indian timber-tree, the Shorea robusta, (see 377, Dr. Wallich’s Catalogue:) this wood is in very general use in India for beams, rafters, and various building purposes; Saul is close-grained and heavy, of a light brown color, not so durable, but stronger and tougher than teak, and is one of the best timber- trees of India. Captain Baker considers Saul to resist strains, howsoever applied, better than any other Indian timber; he says the Morung Saul is the best. The Sissoo appears to be the next in esteem, and then the teak, in respect to strength. See Baker’s Papers. Saunders. See Red Saunders. Service-tree. This is a kind of thorn, and bears the service-berry, which is eaten ; it is very much like English sycamore in every character as regards the wood. Bergeron describes the service-tree as a very hard, heavy, and useful wood, of a red-brown color, and well adapted to the construction of all kinds of carpenters’ tools. He says they will glue slips of the service-tree upon moulding planes, the bulk of which are of oak, on account of its hardness and endurance. He also speaks of a foreign service-tree, (Cormier des Isles.) which is harder, but more gray in color, and more veined : these appear to be totally different woods. Sissoo (Balbergia Sissoo). is one of the most valuable timber-trees of India, and, with the Saul, is more extensively employed than any other in Northwest India. The ship-builders in Bengal select it for their crooked timbers aud knees ; . it is remarkably strong ; its color is a light grayish- brown, with darker-colored veins. “In structure it somewhat resembles the finer species of teak, but it is tougher and more elastic.” There are two kinds used respectively in Bengal and Bombay; the latter is much darker in color. The Indian black rosewood ( Balbergia latifolia ) is a superior species of Sissoo from the Malabar coast. Snakewood, Letter or Speckled wood, is used at Demerara, Surinam, and along the banks of the Oronoko, for the bows of the Indians. The color of the wood is red hazel, with numerous black- spots and marks, which have been tortured into the resemblance of letters, or the scales of the reptile ; when fine, it is very beautiful, but it is scarce in England and chiefly used for walking- sticks, which are expensive ; the pieces, that are from 2 to 6 in. diameter, are said to be thf produce of large trees, from three to four times those diameters, the remainder being sap. 952 WOODS, VARIETIES OK Dr. Bancroft says, “ Bourra courra, as it is called by the Indians, by the French hois da lettre. and by the Dutch Letter hout, is the heart of a tree growing 30 feet in height with many branch- es,” die. “The above must not be confounded with the Snakewood of the West Indies and South America, the Cecropia, of which there are three species, all furnishing trees of straight and tall growth, and a wood of very light structure, presenting sometimes distinct and hollow cells. The Balsas, or floats, used by the Indians of South America for fishing, &c., are very commonly constructed of this wood.” It is thought by some to be the Tapura guianensis, of Aublet. Speckled-wood. See Snakewood. Spanish Chestnut. See Chestnut. Spindle-tree ( Euonymus europa) is a shrubby tree, with a yellow wood, similar to the English box- wood, but straighter and softer : it is turned into bobbins and common articles. Bergeron says the wood is used in France for inferior carpenters’ rules, and that its charcoal, prepared in a gun-barrel or any closed vessel, is very suitable to the artist, as its mark may be readily effaced. Sycamore, the Acer pseudo-platanus, is called in Europe the great maple, and in Scotland and the north of England, plane-tree ; its mean size is 32 ft. high. Sycamore is a very clean wood, with a figure like the plane-tree, but much smaller ; it is softer than beech, but rather disposed to brittleness. The color of young sycamore is silky white, and of the old brownish white ; the wood of middle age is intermediate in color, and the strongest ; some of the pieces are very handsomely mottled. It is used in furniture, piano-fortes, and harps. Sycamore may be cut into very good screws, and it is used for presses, dairy utensils, (fee. See Maple. Teakwood is the produce of the Tectona grandis, a native of the mountainous parts of the Malabar coast, and of the Rajahmundry Circars, as well as of Java, Ceylon, and the Moulmein and Tenas- serim coasts. It grows quickly, straight, and lofty ; the wood is light and porous, and easily worked, but it is nevertheless strong and durable ; it is soon seasoned, and being oily, does not injure iron, and shrinks but little in width. Its color is light brown, and it is esteemed most valuable timber in India for ship-building and house-carpentry ; it has many localities. The Malabar teak grown on the western side of the Ghaut mountains is esteemed the best. Teak is considered a more brittle wood than the Saul or the Sissoo. In 25 years the teak attains the size of two feet diameter, and is considered serviceable timber but it requires 100 years to arrive at maturity. There is a variety, says Dr. Roxburgh, which grows on the banks of the Godavery in the Deccan, of which the wood is beautifully veined, closer grained and heavier than the common teak-tree, and which is well adapted for furniture. Some of the old trees have beautiful burrs, resembling the Amboyna, which are much esteemed. The woods in general do not very perceptibly alter in respect to length ; Teak, says Colonel Lloyd, is a remarkable exception. He found the contraction in length, in the beams of a large room he erected in the Mauritius, to be three-quarters of an inch in 38 feet. The teakwood when fresh has an agreeable odor, something like rosewood, and an oil is ob- tained from it. He adds, “ The finest teak now produced comes from Moulmein and other parts of Burmah ; some of this timber is usually heavy and close-grained, but in purchasing large quantities care must be taken that the wood has not been tapped for its oil, which is a frequent custom of the natives, and renders the wood less durable.” “ At Moulmein, so much straight timber is taken and the crooked left, that thousands of pieces called ‘ shin logs,’ and admirably adapted for ship-timbers, are left. Teak contains a large quantity of silicious matter, which is very destructive to the tools.” African teak does not belong to the same genus as the Indian teak ; by some it is thought to be a Euphorbiaceous plant, and by Mr. Don to be a Vitex. Toonwood has already been mentioned under the head of Cedar, as being similar to the so-called Havana cedar, the Ccdrcla odorata. The toon-tree is C. Toona ; its wood is of a reddish- brown color, rather coarse-grained, but much used all over India for furniture and cabinet- work. Tulip-wood is the growth of the Brazils. The wood is trimmed and cut like Kingwood, but it is in general very unsound in the centre, its color is flesh-red, with dark red streaks ; it is very hand- some, but it fades. The wood, which is very wasteful and splintery, is used in turnery, Tunbridge- ware manufactures, and brushes. A wood sometimes called French tulip-wood, from its estimation in that country, appears to resemble a variegated cedar : it is much straighter and softer in the grain than the above, the streaks are well contrasted, the light being of an orange red ; it appears to be a very excellent furniture and turnery- wood, but has no smell ; it contains abundance of gum, and is considered to come from Madras, but which peninsula has no pines. Minhatico. The Portuguese name for several yellow and yellow-brown woods. See Canary-wood, Violet-wood. See Kingwood. Vjxewood. See Apricot-tree. Walnut. The Royal or Common "Walnut (Jv.gl.ans regia ) is a native of Persia and the north of China. Walnut was formerly much used in England before the introduction of mahogany. The heart-wood is of a grayish brown, with black-brown pores, and often much veined with darker shades of the same color ; the sap-wood is grayish white. Some of the handsome veneers are now used for furniture, but the principal consumption is for gun-stocks, the prices of which in the rough vary from a few pence to one and two guineas each, according to quality. An inferior WOODS, VARIETIES OF. 953 kind of walnut is very much used in France for furniture, frames of machines, all from their expense, which is of course the ultimate test of general application. 954 WOODS, VARIETIES OF Dr. Boucherie argues, that all the changes in woods are attributable to the soluble parts they contain, which either give rise to fermentation or decay, or serve as food for the worms that so rapidly penetrate even the hardest woods. As the results of analyses, he says that sound timbers contain from three to seven per cent, of soluble matters, and the decayed and worm-eaten rarely two, commonly less than one, per cent. ; he therefore concludes that “ since the soluble matters of the wood 'were the causes of the changes it undergoes, it is necessary to its preservation, either to abstract the soluble parts in any way, or to render them insoluble by introducing substances which should render them infermentable or inalimentary which he considers may be done by many of the metallic salts and earthy chlorides. Dr. Boucherie shows, by parallel experiments upon “vegetable matters very susceptible of decom- position, as flour, the pulps of carrot and beet-root, the melon, &c., (which only differ from wood, of which they possess the origin and constitution, by the greater proportion of soluble matter which they contain,”) that in the natural states they rapidly alter, but are preserved by the pyrolignite of iron, (pyrolignite brut de fer,) a cheaper material than the corrosive sublimate commonly used, and one very desirable in several respects. He presumed that by immersing the end of a tree immediately after it was felled into a liquid, the vital energies not having ceased, the tree would then absorb such fluid through all its pores, by a process which he calls aspiration ; and in this fortunate surmise he was en- tirely successful. This led step by step to numerous practical results, which their inventor enumerates as follows, and describes in separate chapters. 1st. “ For protecting the woods from the dry or wet rot.” 2d. “ For augmenting their hardness.” 3d. “For preserving and developing their flexibility and their elasticity.” 4th. “ For rendering impossible the changes of form (jcu) they undergo, and the splits ( disjonctions ) which take place when they are brought into use, or are submitted to atmospheric changes.” 5th. “For greatly reducing their inflammability and combustibility.” 6th. “ For giving them various and lasting colors and odors.” We shall endeavor to convey a general notion of the methods in the same order. 1. Durability. He took a poplar tree measuring 28 mitres in height and 40 centimetres diameter, simply divided from its root with its branches and leaves undisturbed, and immersed it erect to the depth of 20 centimetres in a vessel containing pyrolignite of iron ; in six days it was entirely impreg- nated even to the leaves, and had absorbed the large quantity of three hectolitres. This method re- quired powerful lifting apparatus, and a support for the tree to lean against, and hence was objectionable. He repeatedly operated upon trees lying on the ground, by attaching to their bases water-proof bags containing the liquid : the experiments were varied in many ways ; sometimes portions of the branches were lopped oft) but the crown or tuft was always left upon the principal stem ; at other times the aspiration was effected by boring detached holes near the earth supplied with different fluids, which gave rise to all kinds of diversities in the result ; and other trees were pierced entirely through, and a horizontal cut extending to within an inch or so of each side was made with a thick saw, leaving only sufficient wood for the support of the trees. For fear of losing the trees upon which he had the opportunity of experimenting, the process was not deferred beyond 24, 36, or 48 hours after they were felled, as the vigor of the absorption was found to abate rapidly after the first day, and that at about the tenth day it was scarcely perceptible : it was also found the aspiration entirely failed in dead wood, whether occurring at the heart of old trees, or at parts of others from any accidental interruption of the flow of the sap during the growth ; and also that resinous trees absorbed the fluids less rapidly than others. Observations were also made of the quantities of the liquids taken up ; these fluids, when of a neu- tral kind, as the chloride of soda, often equalled in bulk that of the wood itself, without causing any addition to its weight ; the acid and alkaline fluids were less abundantly absorbed, apparently from contracting the vessels by their astringent action. It is stated that the pyrolignite of iron effected the preservation of the substance when equal to less than a fiftieth of the weight of the green wood. These points are all separately treated in the original paper. 2. The hardness of the wood was considered by various workmen to be more than doubled by the action of the pyrolignite. 3. The flexibility (due to a certain presence of moisture) was increased in a remarkable manner by the chloride of lime and other deliquescent salts, the degree of elasticity depending upon their greater or less concentration. As a cheap substitute for the above, the stagnant water of salt marshes was adopted, with a fifth of the pyrolignite, for the greater certainty of preservation. Pieces of prepared deal, 3 millimetres thick and 60 centimetres long, were capable of being twisted and bent in all direc- tions, as into screws, also into three circular coils; the wood immediately regained its figure when re- leased ; this condition lasted eighteen months, that is, until the time his paper was read. 4. The warping and splitting, principally due to the continual effect of the atmosphere in abstracting and restoring the moisture, was stayed by impregnating the wood with a weak infusion of the chloride, so as always to retain it to a certain degree moist ; one-fifth of pyrolignite was also added in this case. The seasoning of the wood was also considered to be expedited by the process, and which was not found to interfere with the ordinary use of oil-paint, e *his inven- 3955. ZINC. 1)57 tion) for each particular size of cylinder. It also possesses the advantage of being worked with cna hand after being set to the particular size required. WRENCH, SCREW. Invented by S. Merkjck, of Springfield, Massachusetts, and patented Au- gust 17, 1835 ; patent extended May 14, 1849. In the drawings, Fig. 3957 denotes a side ele- vation ; Fig. 3958, a vertical central section. The same letters refer to like parts in each figure. A is the main bar ; B, the nut fitted to a screw, cut on the two opposite edges of the main bar ; C, a strap , which passes around in a groove formed in the nut B, and is riveted to the end of the slide-jaw D. The collar on the end of the nut B takes into a corresponding groove in the slide D ; E, the end of the main bar, which forms the stationary jaw of the wrench ; F, the handle. The nut is made to move freely in the strap C, and, by turning it to the right or left, the slide D is moved to any desired point on the main bar. The principal advantages possessed by this wrench are, its simplicity of construction and consequent cheapness— its compactness, durability, and strength ; the size of the main bar being duly proportioned to the power applied, as will be seen in the figure. 3957. ZINC, composition and use of. Zinc or Spelter has a crystalline texture, is brittle at ordinary tem- peratures, and of a bluish-white color : at 300°, it is both malleable and ductile, and at a white heat it is converted into vapor. When pure zinc is exposed to air and moisture, it acquires a dull color from partial oxydizement ; and great electric action takes place when it is in contact with copper, and the zinc decays in consequence. Its specific gravity is 7", and it has a great attraction for oxygen; the weight of a cubic foot is 439^ pounds. Oxide of zinc is obtained by intensely heating the metal exposed to air ; it takes fire at a red heat, if the air is freely admitted, burning with a very bright flame. Zinc 1 32 80 Oxygen J_ _8 20 1 40 100 Sulpliuret of zinc ( blende ) is found native, and is a brittle, soft metal, of a brown and black color ; its primitive form is a rhomboidal dodecahedron, and it is a most abundant mineral. The pure metal is obtained from it by roasting the oar, and afterwards distilling it when mixed with charcoal. Zinc 1 32 66'5 Sulphur 1 16 33o T" 48" 100-0 Carbonate of zinc, ( calamine .■) when found crystallized, its primitive form is an obtuse rhomboid. Oxide of zinc 1 40 64'5 Carbonic acid 1 22 35 5 T 62 100-0 Zinc is obtained from the sulpliuret and carbonate ; the ore when broken is submitted to a dull red heat in a reverberatory furnace, when the carbonic acid is driven off from the calamine, and the sul- phur from the blende : it is then mixed with one-eighth of its weight of powdered charcoal, being first ground and thoroughly washed, and distilled by the application of a red heat ; the metal being put into earthen pots with iron tubes cemented into the lower parts, dipping into water, where it is collected, and afterwards cast into cakes. A bar of zinc 12 inches long and 1 inch square, weighing 3'05 pounds, expands in length at one degree of heat , and melts at 648° ; it will bear, without permanent alteration, a pressure on a square inch of 5700 pounds. Zinc is used for the preservation of iron, by electro-deposition. The iron is first rendered perfectly clean and free from oxide, by placing it in a bath of heated sulphuric acid and water ; then in a cold solution of sulphate of zinc. The positive pole of a galvanic battery is attached to a zinc plate, and the negative to the iron to be covered ; the pure metal is deposited, and the zinc and iron are amal- gamated. Wooden troughs are employed for the process, and iron plates so covered are extensively used for roofing, and do not after many months exhibit any signs of decay. The iron being coated with zinc in a cold solution Joes not in any way change its condition ; but when the zincing of iron is per- formed by steepmg it in a bath of melted zinc, a combination takes place between the two metals, and a brittle alloy is the consequence, the iron losing all its tenacity. Tin is usually prepared from the native oxide its oxygen being removed by charcoal: the purer kinds are called grain tin, and the others block tin. The common ores are known under the name of mine tin, and furnish a less pure metal than the stream tin. Tin has a silvery -white color; its specific gravity is 7'3, and the air and moisture have little effect upon it: it melts at 442°, and is converted into a white oxide by exposure to heat and air. The specific gravity of the native peroxide of tin is 7‘, and its primitive crystal an obtuse octohedron Protoxide of tin : specific gravity 6'6 : Tin 1 58 87-S Oxygen 1 8 12 '2 1 66 10U-0 9£»S ZINC Bmilphuret of tin ( Auruin musivum, Mosaic gold ) is a mixture formed by heating peroxide of tin which contains two of oxygen and one of tin, with its weight of sulphur. Bisulphuret of tin is also formed by decomposing perchloride of tin by sulphuretted hydrogen ; it is quite insoluble in the acids, except nitro-muriatic ; it forms the bronze powder used by paper-stainers. Tin 1 58 64-4 Sulphur 2 82 35 6 1 90 lUO'O The weight of a cubic foot of cast tin is 455'7 pounds, and the weight of a bar 12 inches long and an inch square is 3-165 pounds ; it expands, according to Smeaton, at one degree of heat and melts at 442°. It will bear on a square inch 2880 pounds without any permanent alteration” and an exten- sion of length of ^-1-^. Compared with cast-iron, its strength is 0182 times, and its extensibility 075 times, and its stiffness 0’25 times, cast-iron being considered as unity. Zinc white , a carbonate of zinc, which is destined to supersede the white-lead as a paint. It is equally durable with lead as a color, and docs not turn yellow as does lead. It is also free from the poisonous qualities possessed by preparations of lead which render its effects upon the workmen who use it so disastrous. Brooman s improvements in the manufacture of zinc . — The general object of this invention is to do away with the troublesome and expensive processes of assorting, pounding, and crushing, now ordinarily followed in order to the extraction of zinc from its ores ; and this is effected by a method of direct reduc- tion. We extract the following description of the apparatus employed, and of the peculiar processes followed in connection therewith, from the patentee’s specification : Fig. 3959 is a vertical section of the apparatus on the line A D of Fig. 3960, which is a horizontal section on the (dotted) line A, B, C, D of Fig. 3959. C is the hearth of the furnace ; F, F, F are the tuyeres, which are three in number; H is the shoot; U the chamber of the furnace. So far the parts of the structure are very similar to those of a small blast-furnace. At IK the upper part of the cham- ber U is suddenly contracted, so as to form a neck Y, or narrow passage, between the upper and lower parts of the furnace. The charge, as it falls through this neck, leaves, necessarily, a vacant annular space at x x, between it and the sides of the furnace, where the volatilizable matters may collect. F F are four rectangular passages, formed of cast or sheet iron, which lead off at right angles, and in an inclined direction, from the annular space xx, and each passage is encased for a certain distance within a chamber G, through which cold water is kept continually circulating, flowing in from the tube P, Q, R, and escaping through the pipe S S. At the lower end of each of the rectangular passages there is a tubular passage A 1 , by which the uncondensed gases of the furnace are carried off to different points, to be employed for heating purposes, as hereafter explained ; and each passage is provided at its lower end with a sliding door A 2 which may be closed or opened as required. W is a lid or cover by which the furnace is closed at top, and which fits into a groove made for it, so that there may be no escape of the gases at that part. All the interior parts of the furnace are formed of fire-brick, with an outer wall or casing V 1 , which may be made of ordinary brick ; and between the outer and inner walls there is left a space Z Z, which is filled with some substance which is a bad conductor of heat. H H are strengthening plates of cast-iron, which are inserted into the lower brick-work V 1 , immediately over the tuy£re openings E 1 E 1 . L 1 are cast-iron frames, which carry the passages F F and cold- water chamber G. The mode of operating w 7 ith the apparatus is as follDws : — After (he furnace has been built, it is left ZINC. 959 to dry; then a fire is kindled on the hearth, and kept up for about three weeks by supplies of fuel (by preference coke) introduced through the throat. The furnace being in this manner filled with incan- descent fuel, a small charge of quicklime is thrown in. As soon as this charge has descended as far down as the tuyhres, a mixture of ore, flux, and fuel is fed into the furnace, the top of the furnace closed, and a moderate blast of atmospheric air applied by means of a blowing machine. Tlie fuel, the flux, and the ore are in such proportions to one another that the whole of the zinc con- tained in the ore shall be reduced, and then volatilized, while all the foreign matters shall form with the flux a residual slag of more or less fluidity when in the heated state. The fuel employed may be either charcoal, or coke, or common coal, or anthracite, or turf, taking care always that it is of a sufficiently hard nature to resist the incumbent pressure of the charge in the furnace. The quantity of fuel employed should be greater at the' commencement than during the subsequent stages, and should in all cases be sufficient not only for the complete reduction of the zinc, but also to leave so considerable an excess that when it arrives directly before the tuyeres, the combustion of the fuel shall not give rise to any gaseous oxidating product ; such, for example, as carbonic acid. The flux (the selection of which, as well as that of the fuel, depends on the quality of the ore) must be used in such a state as not to produce any oxidating matter during the formation of the slag. For this reason, when the nature of the ore requires the employment of lime as a flux, the lsme should be used in a caustic state, and not as a carbonate ; and for the same reason it is advisable to use a blast of dry air, that is to say, air deprived of aqueous vapor. The products of the furnace are, in the first place, the gases arising from the combustion of the fuel ; secondly, the vapors of zinc ; thirdly, the non-volatilizable matters, consisting of scoriae or slag, and of reduced metallic substances of greater density than the zinc. The throat of the furnace being closed, “ the gases arising from the combustion of the fuel” pass 3300. off through the passages A 1 , and are made use of either for the purpose of heating the boiler of ths steam-engine which drives the blowing machine, or to burn lime when used for a flux, or to melt the zinc which is carried over in a state of vapor, or to dry and roast the ores. The “ vapors of zinc” are condensed in the passages F F, and may be easily withdrawn therefrom by means of a rake, (the rec- tangular form of the passages FF affording great facilities for this purpose,) after which they are re- duced and formed into ingots or bars. The “ non-volatilized” or residual matters, which collect on the sole or hearth of the furnace, are run off from time to time according as they accumulate. The ores containing zinc may be divided into two classes : firstly, those in a state of oxide, either free or combined with carbonic or silicic acid ; secondly, those containing sulphuret of zinc, (blende.) When the ores are of the first class, (oxides,) they are first dried, and if they contain a carbonate, they are subjected to a roasting process. The flux employed for the treatment of ores of this class is quick- lime, the quantity of which varies according to the quantity of earthy matters contained in the ore, but should be sufficient for the formation of a bisilicate, or, as it is commonly called, a good slag. When the ores contain any other metals, such as iron or lead, these metals are reduced to the metallic state, when they collect on the sole of the furnace, where they arrange themselves in different strata accord- ing to their respective densities, and may be drawn off separately. When the ores are of the second class, (blende,) they are treated in one of two ways : either by roasting, which brings them into the state of oxide, 'which oxide is then mixed with a little damp clay and formed into blocks, which, after being dried, are treated in the manner before described ; or (which is considered the preferable way) these sulphurous ores are mixed with a quantity of iron ore, so that when the metals are fused the iron ‘-hall combine with the sulphur, and set the zinc at liberty. ZINC. 9(50 The flux employed in this case is quicklime ; and if the ore contain a portion of baryta or gypsum, then fluorine is added. The quantity of quicklime employed depends on the quantity of earthy mat- ters contained both in the zinc and iron ores. The iron ore best suited for this purpose is that contain ing zinc, but in too small a quantity to be treated separately as a zinc ore. When, however, the iron ore contains water or carbonic acid, it is necessary that these should be expelled by roasting, in ordei that no substance susceptible of oxidizing the zinc may be introduced into the furnace. If the iron ore contain too great a quantity of oxidating matter, then it is preferable to expel the sulphur from the zinc ore by means of cast-iron or malleable iron. This plan presents the advantage of driving otf the whole of the substances capable of reoxidizing the zinc which has been reduced. When a sul- phuret of zinc in which there are several other metals, such as iron, copper, lead, silver, Ac , is treated in the furnace, there collects on the sole, besides the slag, a stratum of argentiferous lead, on which is superimposed a stratum of cast-iron arising from the excess of iron ore used in the process. Again above the stratum of iron there collects a mass composed principally of sulphuret of iron, sulphuret of copper, and portions of the sulphurets of other metals. If white, gray, or yellowish oxide of zinc should be formed accidentally in the passages FF, it can oe made use of directly as a coloring matter, and sold as such ; or else it can be mixed with damp clay, made up into blocks, dried, and again passed through the furnace ; in which case a sufficient quantity of quicklime should be added, to convert all the clay into a fusible slag. When ore3 containing zinc in a state of oxide have to be treated, they should be previously assayed, in order to effect an analysis, and to ascertain the quantity of earthy matters contained therein capable of being converted into scoria, and which will determine the proper proportion of quicklime to be added. The lime and magnesia contained in the ore are also taken into account. When ores containing zinc in the state of sulphurets have to be treated, the quantities of sulphur, earthy matters, and metallic substances contained therein should also be ascertained by preliminary assay, so that the quantity of iron ore used in the charge shall be sufficient to produce the cast-iron requisite for combining with all the sulphur that may be in the zinc. In order that the combination of the sulphur and iron may be the more completely effected, it is advisable to employ a slight excess of iron ore. But if there should be reason to apprehend that the iron ores might produce too great a quantity of oxidating matter, and thereby create too great a quantity of oxide of zinc, then cast or malleable iron may be directly used for the purpose of combining with the sulphur, in which case the proportion of cast-iron or malleable iron is to be determined by the quantity of sulphur contained in the ore, always employing a slight excess of the iron. The proportion of quicklime or of fluorine used for making a fusible slag will depend on the quantity of earthy matters contained in the ore to be treated, as well as in the iron ore when used for combining with the sulphur. The quantity of fuel employed in this case will depend not only on what has been already stated, but also on the richness and fusibility of the iron ores, and in all cases should be so regulated that the working of the furnace shall in all respects resemble that of a blast-furnace for casting purposes. As sulphuretted ores contain generally other metallic substances besides, zinc, a great quantity of reduced metals, and of crude metals, composed principally of sulphuret of iron, will collect on the hearth of the furnace, and combine with the sulphuret of copper and a portion of the sulphurets of the other metals. In this case, therefore, it is better to run off the metal more frequently than in the preceding cases. The lead thereby obtained can be recast into pigs ready for sale, or submitted to the process of cupellation, if it should contain silver ; and any other masses of crude metal may be treated by any of the well-known processes, in order to extract the copper therefrom. As in.the preceding cases, the whole of the zinc will be volatilized, and collected condensed in the passages F F, and chamber G. END OF VOL. II. I N D E X Abacus Absorbing and Productive! Cas- cade. Acceleration. Affinity. Air Escape. Air-Gun. Air-Valve. Air-V essel. Air in motion, or Wind and Wind- Mills. Air-Pumps, in general. “ Kennedy’s Horizontal Double Cylinder. Air-Pipes, Alarm, Fire-Damp. “ Whistle. American Steam Excavating Ma- chine Anchor. Anemometer. Annealing. Angle, Definition of. Animal Kingdom, Materials from : as, Porcelanous and Nacreous Shells, Bones, etc. ; Horn ; Tortoise-shell ; Ivory. Anthracite Coal. Aqueduct, Wire-Suspension. Aqueducts, Modern. Aqueduct, Croton. Archimedean Boiler-Furnace, and Self-Acting Stern-Propeller. Artesian Wells. “ “ Grenelle’s Bor- ing Apparatus of. Auger, Ship Carpenter’s. “ Improved. Augers, Machinery for making. “ Double and Single Twist. Auger Machine. Automatic Dividing Machine. Axle Grease. Axles for turning narrow Curves. ■' Vibrating-Box, for Loco- motives. Axle and Wheel. Backwater or Scouring rower. 1 Ballast-Wagon. Ballasting, or Metalling. Balustrade. Bar. Barrel. Barrow. Base-Lines. Bath-Stones. Batter. Bearings. Beetle. Bench, or Berm. Beetling Machine. Bench-Marks. Beton. Belting. Biram's Tell-Tale. Blasting, under water. Blast-Furnace. Blast-Pipes. Blasting. I Block Machinery. Blocks Blood. Bloom. Blow-Pipe Analyzer. Blowing Machine. “ “ or Air-Fan. Blow-Pipe. “ “ Dr. Hare’s Hydro- oxygen. Bobbinet Machinery. Boiler-Plates, Machine for Punch- ing. Boilers, Varieties of, and circum- stances attending their use and construction. Bolting-Mill for Flour. Bolts, Iron. Bolsters. Bond. Boring Machine, Vertical, by Messrs. Nasmyth, Gaskell & Co. Boring Machine, Great, by the same. Boring Machine, Vertical, by Messrs. Benj. Hick & Son. Boring Tools. Bow-string Bridge, or Tension- j Bridge. Drake, or Convov Bran Separator Breakwater. Breakwater Glacis. Breasts. Breast-W all. Brick-Machine. Brick-Making. Bridges. Bronzing, Improvements in. Buffing Apparatus. Bullets, Manufacture of by rolling Bung-Cutting Machine. Bush. Button Machinery. Byrnegraph, or new Proportional Compasses. Calender, with five Rollers. Calender. Calico, Machine for Printing it. four Colors. Candles, Wax. “ Stearine, Manufacture of Cannons, or Great Guns. Carding Engine. Cask-Gaging. Casting and Founding. Centre of Gravity. Cheese Press. Cider Mill and Press. Circular Saw for cutting Veneer., Cloth-Shearing Machine. Condensing Machine, by Neilson and Mitchell. Coining Machine. Connecting Crank. Conway Tubular Bridge Cop-Spinner. Corn-Mill. Coal, Anthracite. Corn-Sheller. Counter Proportional Cracker Machine. Crane, Movable. Crane, Foundry. Cutting and Carving Machine. Cutting Tools. Deal Sawing Machine. Derrick, Stone Laying. 2 INDEX. Distillation. Diving-Bell. Docking Ships, Apparatus for. Dredging Machine. Dredging aud Raising Machine. Dresser. Dressing Machines. Dressing Millstones, Machine for. Drilling Machines. Drilling Machine, Vertical. Dry Dock. Dynamometric Crane. Dynamometer. Earthwork, Wagons for Execut- ing. . Electricity. Electric Light. Electric Clock. El ectro-Metallurgy. Electro-Motive Engine. Electro-Magnetic Ore-Separator. Elevators. Elliptograpb. Embossing Machine. Embankments, Movable Machine for executing. Engines, Details of: Pumping Engine. Rotative Engines. The Parallel Motion. Marine Engines. Boilers. Locomotive Engine. Fire-box. Stnoke-box and Chimney. Framing. Steam-dome, pipes, and regu- lator. Safety-Valves and Fusible Plugs. Cylinders and Valves. Wheels. Cranked Axle. Connecting-rods. Eccentric and Eccentric-rod. Valve motion. How to set the Valves of Loco- motives. Miscellaneous Remarks respect- ing Locomotives. Rules for Calculating the Parts of. Varieties of the Steam En- gine. Eng-raving on Copper “ on Steel. “ on Stone. on Silver and Gold. “ on Wood. Envelope Machinery. Etching. Fan. Falling Stocks. Felloe Machine. Felting. Files. File and Rasp Machine. Filing. Filtration. Fire-Annihilator. Fire Bricks. Fire-Engine. Flash-Boards. Flax, Machinery for Preparing and Spinning. Floating Sectional Docks. Floor-Cloth. Fly-Wheel. Focus. Folding and Measuring Machine. Force. Forge. Forging. Fortification. Foundations. Foundry Crane. Freezing Apparatus. Friction. Friction-Rollers. Fringe Machine, Shawl. Frog. Fulcrum. Fulling. Fulling-Mill, for Cloth. Furnace. “ Reverberatory. Fusible Metals. Futtock, or Ship Timber Convert- ing Machine. Futtock Plates. Futtocks. Galvanism. Galvanized Iron. Galvanometer. Gas, and the Machinery employed in the Manufacture of. Gates, Wrought-iron, for the Uni- ted States Dry Dock at Brook- lyn. Gates, Floating, for the United States Dry Dock at Brooklyn. Gates, Guard. Geer Cutting Machine, Bevel. Geer Cutting Engine. Geering. Geodesy. German Silver. Gig-. Gilding. Gimbals or Gimbols. Gin. Glass. Glue. Glyphograpliy. Gold. Gold-Beating. Goniometer. Governors. Grain Separator. Graphometer. Gravity, Centre of. Gravity, Specific. Grinding Machine, Double. | Grinding Mill, Eccentric, i Grindstone. 1 Grist-Mill. ' Gage, Steam and Water-Safety, for Steam boilers. Gage, Telegraphic Steam. Gudgeon. Guns. Gun-Barrels, Lathe for Turning. Gun-Cotton. Gun-Metal. Gunpow T der. Gunter’s Chaim Gunter’s Line. Gunter’s Scale. Gutta Percha. Gyration, the Centre of. Hammer, Anderson’s patent Hammer, Steam. Hammer, Tilt or Trip. See Tilt- ing. Harvester. See Reaper. Hat-Making. Hay and Corn Cutter. Heart-Wheel. Heat. Heddles, Machine for making Weavers’. Heliotrope, Reflecting Lantern. Heptagon. Hexsedron. Hexagon. High-Pressure Engine. High-Pressure Steam-EngiQc. Hinge. Horn. Horse. Horse-Power. Horse-Shoe. Hydrodynamics. Hydro-Electrical Machine. Hydro-Extractor. Hydrometer. Hydrostatic Press. Hygrometer. Hyperbola. Hyperbolic Logarithms. Ice. Ice-Boats. “ House. “ Saws. “ Trade. Icosahedron or Icosaedron. Illumination. Impact. Impenetrability. Impetus. Incidence. Inclination. Inclined Plane. Indicators. Indigo. Inertia. Involute Curve. Iron. Jack. Jack-Screw. “ Lever. “ Traversing Screw. “ Traversing. Jacket, Steam. Jacquard. “ Perforating Machine Japanning. Joint, Clasp Coupling. Joint, Patent Expansion. Joints, and Joining Timbers, Kaleidoscope. Kedge. INDEX. 3 Iveel. Keelson. Kiln. Kite. Kneading. Knives. Knife Sharpeners. Laburnum Wood. Lac. Lace. Lacquering. Lactometer. Ladder. Lamps. “ Spirit Gas. Lathe for Turning Irregular Forms. Lathe for Small Engine. “ Boring and Reaming. “ Engine. “ Large Boring and “ Reaming. “ Gun Boring, Turning, “ and Planing. “ Small Self-acting and Screw Cutting. Boring and Turning. “ Boring-Mill and Large Turning. Lap and Lead of the Slide-Valve. Lead. Lens. Lever. Lewis. Light. “ Artificial. Light-Houses. Lightning Conductors. Life-Boat. Lime. Lithography. Lochs of Canals. Locomotive Engine. Logarithm. Logwood. Loom, Power. “ Bigelow’s Counterpane. Double-Stroke. " Power Carpet. Machines. Magnet — Magnetism. Mahogany. Manometer. Mangle. Maple- Wood. Marble Sawing and Polishing Ma- chinery. Marine Steam-Engine. Matches. Materials. Mean. Measure. Mechanical Powers. Mechanical Power of Steam. Mensuration. Metals and Alloys. Metallurgy. Micrometer Microscope. Mile. Mill. Millstone. Mineral Kingdom. Mines, Engines for. Modulus. Momentum. Mortar. Mortising Machine. Motion. Moulding Machine. “ “ Sheet-Metal. Mule. Nail Machine. Needles. Nickel. Nonagon. Normal. Nut-Cutting Machine. Octagon. Octahedron. Odometer. Oils. Oil Test. Ombrometer. Operameter. Opsiometer. Ordinate. Ore-Separator. Orthochronograph. Oscillation, Centre of. Oscillating Engines. Oyster Opener. Paints, Grinding of. Paper, Manufacture of. “ Cutting. Parallel Motions. Parameter. Pendulum. Pens, Steel. Percussion. Percussion-cap Machine. Perpetual Motion. Persian Wheel Photography. Photometer. Pile-Driver. Piling Machine. Pin-Making Machine. Piston. Planing Machine. “ “ Hand. Plate-Bending Machine. Platinum. Pneumatics. Polarization of Light. Potassium. Press, Anti-Friction Cam. Printing-Press, Lithographic. Press, Progressive Lever Steam. Printing-Press. Projection. Proving Machine, Hydrostatic. Puddler’s Balls, Machine for com pressing. Pulley. Pumps. “ Steam. Punch, Revolving Steam. Punching Machine, Steam Punching and Plate-Cutting Ma- chine. Punching and Shearing Machine Pyrometer. Picker, Rag and Waste. Railroads. Retorts. Rice-Cleaner. Rivets and Blank Screws, Ma- chine for making. Riveting and Steam Punching Machine. Rolling Machine. Ropes, Stiffness of. Sawing Machine. Saw-Filing Machine. Screws, Self-ojierating Shaver. Screw-Blanks. Screws, Burring Machine for Screw-cutting Machine. Screw-Finisher. Screws, Machine for Nicking. “ Machine for Shaving and Turning. “ Machine for Threading, Screwing Machine for Bolts. “ “ "tauble. Sea-Lights. Seaming Machine. Sewing Machine. Shears, Rotary. Sliingler. Shingle Machine. Shot. Slotting Machine. Sluice-Cocks. Smut Machine. Soldering. Spike Machine. Spinning-Frame Banding, Ma chine for making. Stave-Dressing Machine. Stave-Joining Machine. Steel. Strength of Materials of Con struction. Sugar-Mills and Machinery. Switch. Telegraph. Telescope. Tempering, Hardening, and Soft ening Metals. Thermometer. Threshing Machine. Throstle. Tilting Hammer. Tobacco-Cutting Machine. Tools, Cutting, Drilling, Turning &c. Torsion. Transit. Trip-Hammer. Tube-Cocks. Turbine. Turn-Table. Twisting Machine for Iron. Uranium. , Valves. I Valve, Expansion. | Velocity. 4 INDEX. Ventilation. Vernier. Vice, Lever. "Warming and Ventilation. Watchmaking. Water-Closet Water-Metre. W ater Pressure Engine. Water- Wheels. Weights and Measures. Wheels, Railway. Wheels, Paddle. Wire-covering Machinery Wire Rope Machinery. Wiring Machine. Woods, Variety of. Wood, Steam Carbonizing Ma chine. Wrench, Cylinder. Wrench, Screw. Zinc. Boilers, American. Brick-Making Machine. Cart-Wheels. Cask-Making Machine, Iron Rolling Machine Placing Machine. APPENDIX. Pumping-Engine, from the United States Dry Dock at Brooklyn. Railway Bars. Regulating and Numbering Ma- chine. Smut Machine. Spark Arrester Stove, Cooking. Sugar, Manufacture of Tube-Making Machine Sewing Machine, Valves. GETTY RESEARCH INSTITUTE 3 3125 01159 8436