^ r- DEPARTMENT OF SCIENCE AND ART OF THE COMMITTEE OF COUNCIL ON EDUCATION SOUTH KENSINGTON.. QJJEEN'S PRIZE . " OBTAINED ' BY IN THE EXAMINATION OF THE SCIENCE SCHOOLS, MAY 1887. BY ORDER OF THE LORDS OF THE COMMITTEE OF COUNCrL ON EDUCATION. MDCGCLXI. New York State College of Agriculture At Cornell University Ithaca, N. Y. Library Cornell University Library QC 171.T13 Properties of matter. 3 1924 002 949 141 The original of tliis book is in tine Cornell University Library. There are no known copyright restrictions in the United States on the use of the text. http://www.archive.org/details/cu31924002949141 The right of PraTislation and r&production is reserved. PK0PEETIE8 OF MATTEK BY P. a. TAIT, M.A., Sec. E.S.E. FORMERLY FELLOW OF ST. PETEE'S COLLEGE, CAMBRIDGE ; PROFEaaOR OF NATURAL PHILOBOPHT IN THE UNIVERSITY OF EDINBURGH EDINBUKGH ADAM AND CHAELES BLACK 1885 PREFACE. The subject of this elementary work still forms — in accordance with tradition from the days of Eobison, Playfair, Leslie, and Forbes^ the introduction to the course of Natural Philosophy in Ediiiburgh University. The work is (with the exception of a few isolated sections) intended for the average student; who is supposed to have a sound knowledge of ordinary Geometry, and a moderate acquaintance with the elements of Algebra and of Trigonometry. But he is also supposed to have — what he can easily obtain from the simpler parts of the two first chapters of Thomson and Tait's Elements of Natural Philosophy, or from Clerk-MaxweU's excellent little treatise on Matter and Motion — a general acquaint- ance with the fundamental principles of Kinematics of a Point and of Kinetics of a Particle. To have treated these subjects at greater length than has here been attempted would have rendered it imperative to omit much of the development of vi PEEFACE. important parts of preliminary Physics, of which, so far as I know, there is no modern British text-book. The work was peremptorily limited to a small volume ; so that the parts of these auxiliary subjects which have been Admitted are. mainly of two kinds : — those which are really introdv£tory to the books just mentioned, because treating of matters usually deemed too simple for special notice; and a few which are in a sense mipplementary, because giving valuable results not usually included in elementary books. It is my present intention to complete my series of text-books by similar volumes on Dyrmmics, Sound, and Electricity. Should I succeed in bringing out such works, I shall thenceforth be enabled to in- troduce references to one or other, instead of the digressions which are absolutely necessary in every self-contained elementary treatise devoted to one special branch of Physics only. P. G. TAIT. OOLLEGE, EdINBUROH, Mmch 5, 1885. CONTENTS. CHAPTER I. PAGE Inteoductort ..... 1 CHAPTER II. Some Htpoihesbs as to the Ultimate Steuctdre OF Mattbe ..... 16 CHAPTER III. Examples of Terms in Common Use as applied TO Matter ..... 23 CHAPTER IV. Time and Space .... 46 CHAPTER V. Impenetrability, Pobositt, Divisibility . . 80 CHAPTER VI. Inertia, Mobility, Centrifugal Foece . . 91 CHAPTER VII. Gravitation . . . . .110 CHAPTER VIII. Preliminary to Deformability and Elasticity . 142 viii CONTENTS. CHAPTER IX. • FA.aE Compressibility of Gases and Vapoues . . ,156 CHAPTER X. Compression op Liquids . . . .180 CHAPTER XI. Compressibility and Rigidity op Solids . . 192 CHAPTER XII. Cohesion and Capillarity . . .225 CHAPTER XIII. DippusioN, Osmose, Transpiration, Viscosity, etc. 254 CHAPTER XIV. AGGEEaATION OP PARTICLES . . .274 APPENDIX. I. Hypotheses as to the Constitution op Matter. By Propessor Flint . . 287 II. Extracts prom Clerk -Maxwell's Article "Atom" ..... 291 III. ViTRunus on Archimedes' Experiment . 307 IV. Singular Passage op the " Principia " . 307 ■ INDEX ...... 317 CHAPTEE I. INTRODUCTORY. 1. We start with certain assumptions or Axioms, which are not of an a priori character, but which the observa- tions and experiments of many generations have forced upon us •.^- (1) That the physical universe has an objective ex- istence. (2) That we become cognisant of it solely by the aid of our Senses. (3) That the indications of the Senses are always imperfect,, and often misleading ; but (4) That the patient exercise of Eeason enable.? us to control these indications, and gradually, but surely, to sift truth from falsehood. 2. If, for a moment, we use the word Thing to denote, generally, whatever we are constrained to allow has objective existence — i.e. to exist altogether inde- pendently of our senses and of our reason — we arrive at the following conclusions : — 2 PEOPERTIES OF MATTER. A. In the physical universe there are but two classes of things, Matter and Energy. B. Time and Space, though well known to all (in Newton's words, omnibm notissma), are not things. ^ C. Number, Magnitude, Position, Velocity, etc., are likewise not things. D. Consciousness, Volition, etc., are not physical. 3. So says modern physical science, and to its gener- ally received statements we cannot but adhere. Meta- physicians, of course, who trust entirely to so -called "light of nature," have their own views on this, as on all other subjects ; but the number and variety of these views, some of which are entirely incompatible with others, form a striking contrast to the general consensus of opinion on the part of those who have at least tried to deserve to know. In the words of v. Helmholtz,^ one of the chief living authorities, in science properly so-called. :--- The genuine metaphysician, in view of a presumed necessity of thought, looks down with an air of superiority ' "Space is . . . regarded as a condition of tlie possibility of phenomena, not as a determination produced by them ; it is a representation d, priori which necessarily precedes all external phenomena : " — " Time is not an empirical concept deduced from any experience, for neither co-existence nor succession would enter into oui; per- ception, if the representation of time were not given d, priori.' — Kant, CrUigm of Pure Reason ; Max MiiUer's Translation. ^ "Hierhabeu wir denachteuMetaphysiker. Einer augeblichen Denknothwendigkeit gegeniiber bliokt er hochmuthig auf die, welche sich um Erforschung der Thatsachen bemiihen, herab. 1st es sohon vergessen, wie viel TJnheil dieses Verfahren in den fruheren Entwicklungsperioden der' Naturwissenschaften ange- richtet hat ? " — Preface to the German Translation of the second part of Thomson and TaiCs Natural Philosophy. INTRODUCTOKY. 3 on those who labour to investigate the facts. Has it already been forgotten how much mischief this procedure wrought in the earlier stages of the development of the sciences 1 4. A stone, a piece of lead or brass, water, air, the ether or luminiferous medium, etc., are portions of matter; wound-up springs, water-power, wind, waves, compressed air, heat, electric currents, as well as the objective phenomena corresponding to our sensations of sound and light, are examples of energy associated with matter. 5. All trustworthy experiments, without exception, have been found to lead to the conviction that matter is unalter- able in quantity by any process at the command of man. This is one of the strongest arguments in favour of the objective existence of matter. It was used, at the very end of last century, by Kumford in his memor- able Inquiry concerning the Source of the Heat excited hy Friction} It forms also the indispensable foundation of modem chemistry, whose main instrument is the balance, used to determine quantity of matter with great exactness. We may speak of this property, for the sake of future reference, as the Conservation of Matter. It justifies one- half of the statement in § 2, A. 6. So far the reader (if he resemble at all the average student of our acquaintance) is not likely to feel much difficulty. His every -day experience must have long ago impressed on him the conviction of the objectivity of matter, though perhaps he may not have learned to express it in such a form of words. 1 Phil. Trans., 1798. < PROPERTIES OF MATTER. But it is usually otherwise when he is told that energy has an objective existence quite as certainly as has matter. He has been accustomed to the working of watermills, let us say, and he cannot but allow that a "head" of water is something other than the water; it is something associated with the water in virtue of its elevation. He sees and (if he be of an economic turn) '. he deplores the terrible waste of water-power which is stupidly permitted to go on all over the world. He allows that water-power does exist, but the waste which he laments he looks upon as its omiiMlation. Till within the last forty years or so the vast majority even of scientific men held precisely the same opinion. 7. The modem doctrine of the Conservation of Energy, securely based upon the splendid investigations of Joule and others, completes the justification of our preliminary statement. Energy, like matter, has been experimentally proved to be indestructible and uncreatable by man. It exists, therefore, altogether independently of human senses and human reason, though it is known to man solely by their aid. The objectivity of energy is virtually admitted in a curious way, by its being advertised for sale. Thus in manufacturing centres, where a mill-owner has a steam- engine too powerful for his requirements, he issues a notice to the effect, "Spare Power to let." But,- of course, the common phrase, " price of labour," at once acknowledges the objectivity of work. 8. There is, however, a most important point to be noticed. Energy is never found except in association with matter. Hence we might define matter as the Vehicle or Receptacle of Energy ; and it is already more than prob-/ INTRODUCTORY. 5 able that energy will ultimately be found) in all its! varied forms, to depend upon motion of matter. This is- advanced, for the moment, as a mere intro- ductory statement, instances of which will be discussed even in the present work; but its complete treatment would require the introduction of branches of physics with which we have here nothing to do. One great argument in its favour is, that matter is found to consist of parts which preserve their identity, while energy is manifested to us only in the act of transformation, and (though measurable) cannot be identified. 9. Besides their common characteristic, conservation, and in strange contrast to it, we have their characteristic difference. Matter is simply passive (inert is the , scien- tific word) ; energy is perpetually undergoing transforma- tion. The one is, as it were, the body of the physical universe ; the other its life and activity. All terrestrial phenomena, from winds and waves to lightning and thunder, eruptions and earthquakes, are transformations of energy. So are alike the brief flash of a falling star, and the fiery glow from th6 mighty solar outbursts of incandescent hydrogen. 10. From the strictly scientific point of view, the greater part of the present work would be said to deal with energy rather than with matter. Thus, when we speak of weight as a property of matter, in the sense that a stone of itself has weight, or even in the sense that the earth attracts the stone, we go directly in the teeth of Newton's distinct assertion, which will be quoted in its proper place. For such a statement (because confined to the attract- ing bodies alone) implies the existence of Action at a 6 PROPERTIES OF MATTER. DistoMX, a very old but most pernicious heresy, of which much more than traces still exist among certain schools, even of physicists. Gravitation, like all other mutual actions between particles of matter, such as give rise to cohesion, resist- ance to compression, elasticity, etc., must, so far as our present kuowledge extends, be set down to the energy which particles of matter are found to possess when separated. The intervening mechanism by which this is to be accounted for has, as yet, only been guessed at, and none of the guesses have been successful. Clerk- Maxwell's success in explaining electric and magnetic attractions by stresses and rotations in the luminiferous ether shows, however, that we need not despair of being able to explain the tdtimate mechanism of gravitation. But there is great convenience in separating, as far as possible, the treatment of Mass, Weight, Cohesion, Elasticity, etc., which we range under the general title. Properties of Matter, from that of Heat, Light, Electric Energy, etc., which can all in great measure be studied without express reference to any one special kind of matter — though, of course, as forms of energy, they exist only (§ 8 above) in association with matter. Along with these forms of energy must of course be treated the allied properties of matter, such as specific heat, refractive index, conductivity, etc. Such, therefore, are foreign to the present work. And, even in popular language, we invariably speak of the hardness of a body, its rigidity, its elasticity, as belonging to it in much the same sense as does its density or its atomic weight — though in a very different sense than does its tempera- ture or its electric potential. INTBODUCTORY. 7 It is, therefore, on the two grounds of custom and convenience that we use the term Properties of Matter ' as the title of this work. The error involved is not by any means so monstrous as that which all agree to perpetuate by the use of the term Cenfrifugcd Force. 11. The word Force must often, were it only for brevity's sake, be used in the present work. As it does not denote either matter or energy, it is not a term for anything objective (§ 2, A). The idea it is meant to express is suggested tons by the "muscular sense," just as the ideas of brightness, noise, smell, or pain, are sug- gested by other senses :t— though they do not correspond directly to anything which exists outside us. It is exceedingly difficult to realise the fact that noise is a mere subjective impression, even when reason has convinced us that outside the drum of the ear there is nothing to correspond to it except a periodic com- pression and dilatation of the air. We need not, therefore, be surprised at the tenacity with which almost all, even of scientific men, stUl chng to the notion of force as something objective. But if it were objective, what an absolutely astound- ing fact would have to be faced by one who tries to explain the nature of hydrostatic pressure; and who finds that by the touch of a finger on a little piston he can produce a pressure of a pound weight on every square inch of the surface of a vessel, however large, if full of water, and the same amount on every square inch of every object immersed in it, even if that object consisted of hundreds of square miles of sheets of tinfoil far enough apart to let the water penetrate. between them. When we communicate energy to a body originally at 8 PROPERTIES OF MATTER. rest, as in pushing or drawing a carriage, the impression on our muscular sense does not correspond to the energy communicated per second, but to the energy communi- cated per inch of the motion. For experiment has proved that what appears to our muscular sense as a definite tension (in a cord, let us say) is associated with the com- munication of energy, to any mass of matter whatever, in direct proportion to the space through which it is exerted, altogether independently of the speed with which the mass may be already moving in the direction of the tension ; so that in equal times energy is communicated in direct proportion to that speed. When there is no motion, no energy is communicated; and this would certainly not be the case if communication of energy corresponded to the time during which the tension was said to act. 12. The muscular sense is far more deceptive than any other, except, perhaps, that of touch. Conjurors, ventriloquists, perfumers, and cooks make their liveli- hood by the imperfections of our senses of sight, hear- ing, smell, and taste respectively ; but he who has tried the simple experiment of rolling a pea on the table between his first and second fingers, after crossing one over the other, will at once assign to the sense of touch a place of honour in the list of these deceivers. And the muscular sense well deserves a place beside it. 13. Many of the terms which are now used in a strictly scientific sense had a humbler origin, having been devised entirely for the popular expression of common ideas. The term Work is a specially illustrative one. Thus, in a draw-well, the work done in bringing water to the surface would be reckoned at first in terms INTRODUCTORY. 9 of the quantity of water raiJsed ; — two raisings of a full bucket lifting twice as much water as one. But then it was found that, for the same quantity of water raised, the work depended on the depth of the well : — doubled depth corresponding to doubled work. But if the bucket were filled with sand instead of water, more work was- required, in proportion as sand is heavier than water. All these statements were soon found to be compre- hended in the simple form : — the work done is directly proportional to the weight raised and also to the height through which it is raised. Here the indications of the muscular sense stepped in, and work came to have a general meaning, viz. the product of the so-called force exerted, into the distance through which it is exerted. Had they not possessed the muscular sense, men might perhaps have been longer, than they have been in recognising the important thing poteniial energy; but when they had come to recognise it they would have stated that when water is raised it gains potential energy in proportion as it is raised, and perhaps they might have found it convenient to use a single term for the rate at which such energy is gained per foot of ascent. This would probably not have been called " Force," but it would have expressed precisely what the word force now expresses. Then they would have recognised that when energy of any kind is transmitted by a driving-belt, the amount transmitted is (ceteris pa/ribus) directly proportional to the space through which the belt has run. They might have invented a name for the rate of transmission per foot-run of the belt ; they might even have called it the 10 PROPERTIES OF MATTER. tension of the belt ; but, anyhow, it would be precisely what is now called force. Let us look at the matter from another point of view. 14. A stone, if let fall, gradually gains Unetic energy, or energy of motion, and experiment shows that the energy gained is directly proportional to the vertical space fallen through. Hence we have come to say that the stone is acted upon by a force (its weight, as we call it) whose amount is practically the same at all moderate, distances from the earth's surface. Butj so far as we know the question scientifically, we can only say that the stone has potential energy (just as water in a mill-pond has head) in proportion to its eleva- tion above the earth's surface ; and consequently, by the conservation of energy, it ' acquires energy of motion in proportion to the space through which it descends. Why it has potential energy when it is raised, and why that potential energy takes the first opportunity of transforming itself into kinetic energy : — thus requiring • that the stone shall fall unless it be supported-: — are questions to be approached later. 15. That the statement above is complete, without the introduction of the notion of force, is seen from the fact that a knowledge of the kinetic eQefgy acquired, after a given amount of descent, enables us to determine fully the nature of the resulting motion even when the stone is projeded, obliquely or vertically, not merely allowed to fall. The question is reduced to one of mathematics, or rather of kmematics, and as such the noU'-mathematical student must, for the present, simply accept the above statement as true. INTRODUCTORY. 11 And thus we have another of the many distinct and independent proofs that Force is a mere phantom sugges- tion of our muscular sense ; , though there can be no doubt that, in the present stage of development of science, the use of the term enables us greatly to con- dense our descriptions. But it is a matter for serious consideration whether we do not connive at a species of mystification by. thus employing a term for a mere sensation, corresponding to nothing objective, even if it be employed solely to shorten our statements or our demonstrations. Everyone knows that matter («.gr. com, gold, diamonds) has its price ; so (as we saw in § 7) has energy. We are not aware of any case in which force has been ofi'ered for sale. To "have its price" is not conclusive of objec- tivity, for we know that Titles, Family Secrets, and even Degrees, are occasionally sold ; but "not to have its price " is conclusive against objectivity. 16. These introductory remarks have been brought in with the view of warning the reader that we are dealing with a subject so imperfectly known that at almost any part of it we may pass, by a single step sis it were, from what is acquired certainty to what is still subject for mere conjecture. An exact or adequate conception of matter itself, could we obtain it, would almost certainly be something extremely unlike any conception of it which our senses and our reason will ever enable us to form. Our object, therefore, in what follows, is mainly to state experi- mental facts, and to draw from them such conclusions as seem to be least unwarrantable. 17. But, for the classification of the properties of 12 PROPERTIES OF MATTER. matter, whether our classification be a good one or not, it is necessary that we should have a definition of matter. From what was said in last section it is obvious that no definition we can give is likely to be adequate. All that we can attempt, then, is to select a definition which (while not obviously erroneous) shall serve as at least a temporary basis for the classification we adopt. 18. Numberless definitions of matter have been pro- posed.^ Here are a few of the more important : — (a) That which possesses Inertia (§ 9). (/3) The Beceptade or Vehicle of Energy (§ 8). (7) Whatever exerts, or can be acted on by, Force. (S) Whatever can be perceived by our senses, especi- ally the sense of Touch. This is closely akin to the well-known definition of matter as a Permanent Possibility of Sensation. (e) Whatever can occupy space. (^ Whatever, in virtue of its motion, possesses Energy. (r)) Whatever, to set it in motion, requires the ex- penditure of Work. (ff) [ToniceUi, LezioniAccademiche, 1715, 'p. 25.] La materia altro non h, che un vaso di Circe incan- tato, il quale serve per ricettacolo della forza, e de' momenti dell' impeto. La forza poi, e gl' impeti, sono astratti tanto sottili, son quintes- senze tanto spiritose, che in altre ampoUe non si posson racchiudere, fuor che nell' intima cor- pulenza de' solidi naturali. ^ A remarkable collection of such (now historical) speculations, due to Frofesspr Flint, is given in Appendia: I. INTRODUCTORY. 13 (t) [The Vortex Hypothesis of W. Thomsoa] The rotating parts of an inert perfect fluid ; which fills all space, but which is, when not rotating, absolutely unperceived by our senses. 19. The mutual incompatibility of certain pairs of these definitions shows that some of them, at least, must be of the so-called metaphysical species (§ 3). (a), (/3), (f), (j?), above, have much in common, and, with further knowledge, may perhaps be found to differ in expression merely. At present, from want of in- formation, we cannot be certain that any two of them are precisely equivalent. Berkeley virtually asserted that all motion is produced by the direct action of spirits on matter. Even then, the statement (/3) that matter is the receptacle or vehicle of energy holds good (but how then does energy exist in the spirit 1). But the statement that matter is whatever can exert force (7) is to be rejected ; though it was virtually intro- duced by Cotes in his Preface to the Prmdpia. (S) must be rejected, if only because there is another thing besides matter (in the physical universe) which we know of, and of course only through our senses (§ 1). But this is not all the error ; for we get the notion of force through our muscular sense (§11), and force is not matter, not even a thiTig. Torricelli's language is poetical, and therefore his statement (0) must not be taken too literally. In his time, as in all subsequent time till within the last quarter of a century, energy and force were very rarely distinguished from one another. Even now they are too often confounded. 14 PROPERTIES OF MATTER. (i), the most recent of these speculations, has the curious peculiarity of making matter, as we can perceive it, depfend upon the existence of a particular kind of motion of a medium which, under many of the defini- tions above, would be entitled to claim the name of matter, even when it is not set in rotation. 20. But as we do not know, and are probably incapable of discovering, what matter is, what we want at present is merely a definition which, while not at least ebnously incorrect, shall for the time serve as a working hypothesis. We therefore choose (e) above, i.e. we define, for the moment, as follows : Matter is whatever can ocmgy space. Experience has proved that it is from this side that the average student can most easily approach the subject, i.e. here, as it were, the contour lines of the ascent (§ 80) are most widely separated. 21. But this definition involves three distinct pro- perties : — (1) the Volume, (2) the Form or Figure, of the space occupied; and (3) the nature or quality of the Occupation. Hence the older classical works almost invariably speak of matter as possessing— (1) Extension, (2) Form, and (3) Impenetrability. It is mainly for the sake of the first of these, and the preliminary discussions which it necessarily introduces, that we have chosen the above definition as our starting-point. .22. Before we take these up in detail, however, it may be useful to devote a short chapter to a digression on some of the more notable of the hypotheses which have been propounded as to the ultimate structure of matter. We advisedly use the word struciv/re instead of nature, for INTRODUCTORY. 15 it must be repeated, till it is fully accepted, that the dis- covery of the ultimate nature of matter is probably beyond the range of human intelligence. Another chapter, of a very miscellaneous character, will follow, devoted to the examination of some of the terms popularly applied to pieces of matter, and a rapid glance at the physical truths which underlie them. This is introduced to give the reader, at the very outset of his work, a general idea of its nature and extent. CHAPTEE II. SOME HYPOTHESES AS TO THE ULTIMATE STRUCTURE OF MATTER. 23. The hard Atom, glorified in the grand poem of Lucretius, but originally conceived of, some 2400 years ago, by the Greek philosophers Democritus andLeucippus, survives (as at least an unrefuted, though a very improb- able, hypothesis) to this day. Newton made use of the hypothesis of finite, hard, atoms to explain why the speed of sound in air was found to be considerably greater than that given by his calculations ; which were accurate in themselves, but founded on erroneous or, rather, incomplete data. But in this problem Laplace found the vera causa, and in consequence Newton's apparent support of the hypothesis of hard atoms is no longer available. Many of the postulates of this theory are with diffi- culty reconciled with our present knowledge; some have been contemptuously dismissed as " inconceivable." But any one who argues on these lines becomes, ipso facto, one of the so-called metaphysicians. Let us briefly consider the main statements of this theory, but without regard to the order in which Lucretius gives them. ULTIMATE STRUCTURE OF MATTER. 17 24. Nature works by invisible things ; thus paving- stones and ploughshares a^e gradually worn down without the loss of any visible particles. Reproduction [i.e. agglomeration of scattered particles so ae to produce visible bodies] is slower than decay [i.e. the breaking up of bodies into invisible particles], and therefore there must be a limit to breakage, else the breaking of infinite past ages would have prevented any reproduction within finite time. Hence there exists a least in things [i.e. unbreakable parts or Atoms, " strong in solid singleness "]. But there is also void in things, else they would be jammed together, and unable to move. Here Lucretius takes the case of a fish moving in water, showing that void is necessary in order that it may be able to move. [Our modern knowledge of circulation, i.e. the motion of fluids in re-entrant paths, shows that this reasoning is baseless.] There can be no third thing besides body and void. For nothing biit body can touch and be touched ; and what cannot be touched is void. [Here we have the germ of the erroneous definition of matter (S) in § 18 above.] The atoms are infinite in number, and the void in which they move [space] is unlimited. They have dilferent shapes; but the number of shapes is finite, and there is an infinite number of atoms of each shape. ■ Nothing whose nature is apparent to sense consists of one kind of atoms only. The atoms move through void at a greater speed than does sunlight. 18 PROPERTIES OF MATTER. Besides this, there is a great deal of curious specula- tion as to how a vertical downpour of atoms [supposed to be a result of their weight] is, in some arbitrary way, made consistent with their meeting one another and agglomerating into visible masses of matter. The basis of the whole of Lucretius' reasoning in favour of the existence of atoms lies in the gratuitous assumption that reproduction is slower than decay. This is by no means consistent with our modern know- ledge, for potential energy of different masses [whether gravitational or chemical] is constantly tending to the agglomeration of parts, and on a far grander scale than that in which any known cause tends to decay or breaking up. But if there be hard atoms, they must (in all known bodies) have intervals between them; for compressi- bility : — i.e. capability of having the component atoms brought more closely together : — is a characteristic of all known bodies. [Contrast this mode of arriving at the conclusion that " there must be void in things," with the erroneous mode employed by Lucretius.] 25. A refinement of this theory, mainly due to Boscovich, gets rid of the material atom altogether, substituting for it a mere mathematical point, towards or from which certain forces tend. It is justified by the assertion that we know matter only by the effects which it produces (or seems jto produce), and therefore that, if these effects can be otherwise explained, we need not assume the existence of substance or body at all. This theory was, at least in part, accepted by so great an experimenter and reasoner as Faraday. But the fatal objection to which it is exposed is that .it does not seem ULTIMATE STRUCTURE OF MATTER. 19 capable of explaining inertia, which is certainly a distinct- ive (perhaps the most distinctive) property of matter. This theory must be regarded as a mere mathe- matical fiction, very similar to that which (in the hands of Poisson and Gauss) contributed so much to the theory of statical Electricity ; though, of course, it could in no way aid inquiry as to what electricity is. 26. A inuch more plausible theory is that matter is continuous {i.e. not made up of particles situated at a distance from one another) and compressible, but in- tensely heterogeneous ; hke a plum-pudding, for instance, or a mass of brick-work. The finite heterogeneousness of the most homogeneous bodies, such as water, mercury, or lead, is proved by many quite independent trains of argument based on experimental facts. If such a con- stitution of matter be assumed, it has been shown ^ that gravitation alone would sufiice to explain at least the greater part of the phenomena which (for want of know- ledge) we at present ascribe to the so-called Molecular Forces. 27. The most recent attempt at a theory of the structure of matter, the hypothesis of Vortex Atoms, is of a perfectly unique, self-contained character. Its postu- lates are few and simple, but the working out of anything beyond their immediate consequences is a task to tax to the utmost the powers of the greatest mathematicians for generations to come. A vortex filament, in a perfect fluid, is a true " atom ;'' but it is not hard like those of Lucretius ; it cannot be cut, but that is because it necessarily wriggles away from the knife. The idea that motion is, in some sort, the basis of ' W. Thomson, Proc. B.S.E., 1862. 20 PROPERTIES OF MATTER. what we call matter is an old one; but no distinct conceptions on the subject were possible until v. Helm- holtz, a quarter of a century ago, made a grand contribu- tion to hydrokinetics in the shape of his theory of vortex motion.'' He proved, among other entirely novel pro- positions, that the rotating portions of a perfect incom- pressible fluid, in which there is no finite slipping, mamtain their identity: — being thus for ever definitely differentiated from the non- rotating parts. He also showed that these rotating portions are necessarily arranged in continuous, endless filaments: — forming closed curves, which may be knotted or linked in any way : — unless they extend to the bounding surface of the fluid, in which alone they can have ends. Thus, to give ends to a closed vortex filament {i.e. to cut it), we must separate the fluid mass itself, of which it is a portion : — so that on Thomson's theory we must (virtually) sever space itself. Such vortex filaments (though necessarily of an im- perfect character) are produced when air is forced to escape from a box, through a circular hole in one side, by sharply pushing in the opposite side. If the air in the box be filled with smoke, or with sal-ammoniac crjrstals, the escaping vortex ring is visible to the eye; and the collisions of two vortex rings, which rebound from one another, and vibrate in consequence of the shock, as if they had been made of solid india/-rubber, are easily exhibited. Experimental results of this kind led Sir W. Thomson^ to propound the theory that matter, . such as we perceive it, is merely the rotating parts of a ' Crelle, 1858. Translated in FMl. Mag., 1867. » Proe. B.8.E., 1867. ULTIMATE STRUCTUEE OP MATTER. 21 fluid which fills all space. This fluid, whatever it be, must have inertia : — that is one of the indispensable postulates of V. Helmholtz's investigation ; and the great primary objection to Thomson's theory is, that it explains matter only by the help of something else which, though it is not what we call matter, must possess what we consider to be one of the most distinctive properties of matter. 28. But this theory is stUl in its infancy, and we cannot as yet teU whether it will pass with credit the severe ordeal which lies before it, when the properties of vortices (which must be discovered by mathematical investigation) shall be compared, one by one, with the experimentally ascertained properties of matter. As we have already said, this theory is self-contained ; no new hypotheses can be introduced into it; so that it possesses, as it were, no adaptability, or capability of being modi- fied, but must fall before the very first demonstrated insufficiency, or contradiction, if such should ever be discovered. 29. But the really extraordinary fact, already known in this part of our subject, is the apparently perfect similarity and equality of any two particles of the same kind of gas, probably of each individual species of matter when it is reduced to the state of vapour. Of such parts, therefore, whether they be further divisible or not, each species of soHd or liquid must be looked on as built up. This similarity of parts, very. small indeed but still of essentially finite magnitude, has been so well treated by Clerk-Maxwell that, instead of insisting upon it here, we give a considerable extract from one of his remarkable articles in Appendix II. below. 22 PROPERTIES OF MATTER. 30. The further treatment of the subject of structure, involving the question of how the component parts (be they atoms or not) of bodies are put together, must be deferred foi: a little. What has been said above must be looked on as a mere preliminary sketch, not intended even to be fully understood until the experimental data, on which all our reasoning must be based, are brought before the reader as completely as our limits permit. CHAPTER III. EXAMPLES OF TEEMS IN COMMON USE AS APPLIED TO MATTER. 31. Before we proceed to a more rigorous treatment of our subject, it may be well to consider what physical truth underlies each of some of the many adjectives in common use as applied to portions of matter, such as Massive, Heavy, Plastic, Ductile, Viscous, Elastic, Rigid, 0]pague, Blue, Coherent, etc. This course secures a twofold gain, so far as the beginner is concerned, for, first, he is thus introduced, in a familiar way, to some of the more important terms which are indispensable in scientiiic description; and second, he obtains a glance here and there through the whole subject of Natural Philosophy, because the pro- gramme before us is so vague as to leave room for innumerable digressions, each introducing some novel but important fact or property. But we must endeavour to be brief, for whole volumes would have to be written before this subject could be nearly exhausted. 32. Every one who has used his senses to any purpose knows, before he comes to the study of our science, a great many of its phenomena, among them some of the yet unexplained. But he knows, as it were, each by 24 PKOPEETIES OF MATTER. itself, and only in its more prominent features; the analysis of the appearances or impressions- which he has seen and experienced,' and the explanation of the physi- cal fact or process which underlies each of them, are absolutely necessary before he can understand the mode in which they must be grouped, and the reasons for such grouping. 33. Thus he knows that the moon keeps company with the earth, never receding nor approaching by more than a small fraction of the average distance. He. also knows that the earth keeps, within narrow limits, at a definite distance from the sun. He has a general notion, at least, that the state of matters on the earth would become serious, as regards both animal and vegetable life, if we were to approach to even half our present distance from the sun, or recede to double that distance. But he would require to be a Newton if, without instruc- tion, he could divine that these results are due to the very cause which keeps the bob of a conical pendulum moving in a horizontal circle. He sees ripples running along on the surface of a pool, but requires to be told that their motion depends upon the cause which rounds the drops of water on a cabbage-blade, or in a shower, and which renders it almost impossible to keep a water-surface clean. He sees what he calls a flash of lightning, but he requires to be told that what he sees is merely particles of air heated so as to be self-luminous. He looks at the stars and thinks he sees them as they are, but he requires to be informed that he sees even the nearest of them only as it was three years ago, and that it may have changed entirely in the interval, TEKMS APPLIED TO MATTER. 25 And he will certainly require to be informed, even with patient iteration) that air is made up of separate and independent particles : — the number of which in a single cubic inch is expressed by twenty-one places of figures, a multitude altogether beyond human conception : — a busy jostling crowd, each member of which darts about in all directions, impinging on its neighbours some eight thou- sand million times per second. But when he has got so far, and has been told that this astounding information is as nothing to what we feel convinced that science can yet reveal, he cannot help marvelling alike at the arcana'of physics, and at the patient efforts of genius which have abeady penetrated so far into the darkness shrouding its mysteries. 34. Take the terms Massive and Heavy as applied to a piece of matter, or the coirespondiug substantives, the Mass and the Weight of a body. The terms are usually regarded as synonymous, but in their origin they are completely distinct. The one is a property of the body itself, and is retained by it with- out increase or diminution wherever in the universe the body may be situated. The other depends for its very existence on the presence of a second body, and diminishes more rapidly than the distance between the two increases. The destructive eifects of a cannon-ball are due entirely to its mass and to the relative speed with which it im- pinges on the target, and would be exactly the same (for the same relative speed) in regions so far from the earth, or other attracting body, that the ball had practically no weight at all. When an engine starts a train on a level railway, or when a man projects a curling-stone along smooth ice. 26 PROPERTIES OF MATTER. I the resistance which either prime mover has to overcome is due to the mass of the t»ody to be moved. Its weight, except indirectly through friction, has nothing to do with it. So when we open a large iron gate properly hinged, it is the mass with which we have to deal ; if it were lying on the ground and we tried to lift it, we should have to deal simultaneously with its weight and with its mass. The exact proportionality of the weights of bodies to their masses, at any one place on the earth's surface, was proved experimmtally by Newton, and is thus no mere truism, but an essential part of the great law of gravitation. Thus a pound of matter is a definite amount, or mass, of matter, unchangeable whithersoever that matter may be carried. But the weight of a pound of matter, or a " pound-weight," as it is commonly called, is a variable quantity, depending upon. the position of the body with respect to the earth; and changes (to an easily measurable amount) as we carry the body to different latitudes, even without leaving the earth's surface. 35. The common use of the balance as a means of measuring out equal' quantities of matter is justified by ' Newton's result ; but the process is essentially an in- I direct one, for the balance tells only of equality of weight. If the earth were hollow at the core, the balance would cease to act in the cavity. Bodies would preserve their masses there, but be deprived of weight. To sum up for the present, the mass of a body is estimated by its inertia, and is taken as the measure of the amount of matter in the body ; while the weight is an accidental property, connected with the presence of TERMS APPLIED TO MATTER. 27 another mass of matter. But it is a most remarkable 1 fact that under the same given external conditions the weight depends upon the quantity only, and not on the/ quality, of the matter in a body. If a body, A, becomes heavy in consequence of the presence of another body, B, so in like wise does B become heavy in consequence of A's presence. And the weights x)f the two, each as produced by the attraction of the other, are exactly equal. Hence, if they be free to move, the qumtities of motion (i.e. the momenta) produced in a given time are equal and opposite. [Newton's Lex iii. § 128.] But as the momentum is the product of the mass and the velocity, the parts of the velocities .of the two bodies, due to their mutual gravitation alone, will be in amount inversely as their masses. Thus, though the weight of the whole earth, produced by the attraction of a stone, is exactly equal to that of the stone produced by the attraction of the earth, the consequent rate of fall of the earth towards the stone is less than that of the stone towards the earth in the same proportion as the mass of the stone bears to that of the earth, and is therefore usually so small as to escape observation. The moon, however, is a stone whose mass is not excessively smaller than that of the earth, and the consequences of the earth's / fall towards the moon have to be taken account of in 1 astronomy. 36. To properties such as mass, which depends on the size as well as on the material of a body, and weight which, in addition, depends' on a second body, there correspond what are called sipedfic properties, characteristic of the substance and independent of the dimensions of the particular specimen examined. 28 PROPERTIES OF MATTER. I Thus the mass of a cubic foot of any kind of matter j may be called its specific mass. But this quantity is ! usually expressed by the term Density. \ The weight of a cubic foot of each particular kind of I matter in any locality may be called the specific weight. I But as this varies, though in the same proportion for all \ bodies, from place to place, we use instead of it the ratio lof the weight of a cubic foot of the substance to that of- ia cubic foot of some standard substance. This is called the Specific Gravity. Pure water, at the temperature called 4° C, is usually taken as the standard substance. Newton's experimental result shows that the density and the specific gravity are proportional to one another, so that if the density of water at 4° 0. be taken as unit- I density; a table of specific gravities is identical with a ;' table of densities. But we must repeat, the coincidence I is an experimental fact, not in any sense a tndsm. \ Specific gravity is, in general, much more easily i measured with accuracy than is density, so that it is usually the property to be directly determined, the other \ simply following from it in consequence of Newton's j discovery. 37. To vary the subject widely, let us now consider the term Viscous as appUed to fluids. The contrasted adjective is usually taken as Mobile. When a liquid partially fiUs a vessel, and has come to rest, it assumes a horizontal upper surface. If the vessel be tilted, and held for a time in its new position, the liquid will again ultimately settle into a definite position, with its surface again horizontal. Practically it occupies the same bulk in each of these positions. Hence the only change it has suffered is a change oiform. TEEMS APPLIED TO MATTER, 29 But this change of form is much more rapidly attainedN in some liquids than in others, even when they are of nearly the same density. Some (such as sulphuric ether) attain their equilibrium position so quickly that they retain energy enough to oscillate about it for some time before coming to rest ; others (such as treacle) assume it only after a long time and, unless in great masses and when violently disturbed, do not oscillate but gradually creep to their final shape. Hence we call treacle viscous. To analyse this result, let us consider (in a very ele- mentary case, for the general analysis of the process requires higher mathematical methods than we can | employ in a work like this) what is involved in Shear : — V i.e. change of form of a body without change of bulk 38. When water flows, without eddies, slowly in a ! rectangular channel of uniform width, we know, by obser- i vation of particles suspended in it, that the upper parts | flow faster than the lower, and (practically) in such a[ way that a column of the water, originally straight and vertical, inclines, as a whole, forwards more a,nd more in/ the direction of its motion. Hence in a vertical section,^ along the middle of the channel, the particles originally ) forming the line ab in the figure will, after the lapse of j a certain time, be found approximately in the line a'b'.l Similarly those which were originally in cd parallel to\ ab, will.be found in c'd', parallel to a'b', and so situated \ that a'c'='ac, and of course also b'd' = bd. The figures ! ad, a'd', are thus parallelograms on equal bases and between the same parallels, and therefore equal in area. This shows that the water enclosed between vertical cross sections through ab and cd has the same volume as that between inclined sections (perpendicular to the sides) 30 PROPERTIES OF MATTER. .passing through a'V and dd'. There has thus been /change of form only in this mass of water, and we see a' Fig. 1. Ithat it has been produced by the sliding of every hori- zontal layer of the water over that -immediately beneath I it. [The same result follows even if a'b' be not straight, i for c'd' will necessarily be equal and similar to it.] A good illustration of the nature of this kind of distortion will be seen in the leaves of an opened book, especially a thick one, such as the London Diiredory.. It is often well ejdiibited by piles of copies of a pamphlet, or of quires of note-paper curiously arranged in a shop-window. Now when there is resistance to sliding of one solid on another we call it friction. Thus the viscosity of a fluid is due to its internal friction, just as the slower motion at the bottom than at the top of the channel is to be ascribed to the friction of the fluid against the solid. 39. We now see vih/y it is that disturbances of liquids gradually die away : — why the waves on a lake, or even on an ocean, last so short a time after the storm which produced them has ceased. Also why winds (for there is friction in gaseous fluids as well as in liquids, though the mechanical explanation of its origki may not be quite the same) gradually die out. In either case the energy . apparently lost is, as in the case of friction of solids, TERMS APPLIED TO MATTEE. 31 merely transformed into heat. We also see why it is that winds have the power of raising water-waves. The stirring of water, or oil, and the measurement / of the rise of temperature when the whole had come to \ rest, the work done in stirring being also determined, was one of the processes by which Joule found, with great accuracy, the dynamical equivalent of heat. 40, It is very instructive to watch the ascent of an air-bubble in glycerine, and to compare it with that of an equal bubble in water. The experiment is easily tried with long cylindrical bottles, nearly full of different liquids, but having a small quantity of air under the stopper. When the bottle is inverted the bubble has to traverse the whole column. The (apparent) suspension in water of mud, and ex- ceedingly fine sand (to whose presence the exquisite colours of the sea and of Alpine lakes are mainly due) ■ is merely another example of viscosity. So is that of fine dust, and of cloud particles, in the air. Stokes calculates that a droplet of water, a thousandth of an inch in diameter, cannot fall in still air at a much greater rate than a inch and a half per second. If it be of one- tenth of that size it will fall a hundred times slower, i.e. not more than one inch per minute ! This result, that 11 the resistance in these cases varies as the diameter, and II not as the section of the drop, is very remarkable. I' 41. Bodies are called Elastic or Nbrtrelasfic. Compare, I for instance, the properties of a wire of steel with those of I a lead wire ; or of a piece of india-rubber and a piece of clay or putty. But the popular use of these terms is usually, very inaccurate. The blame rests mainly with the ordinary text-books of science, which are (as a rule) 32 PROPERTIES OF MATTER. singularly at fault as regards the whole of this special subject, including even its most elementary parts. Elasticity, in. the correct use of the term, implies that property of a body in virtue of which it recovers, or / tends to recover, from a deformation. The phrase " tends to recover " is scarcely scientific ; we should preferably say "requires the continued appli-. cation of deforming stress to prevent recovery, entire or partial, from deformation." Kinematics show us that any deformation, however complex, is made up of mere changes of hulk and of form. (See Chap. VIII.) A distortion may therefore be wholly Compression, or wholly Shear (§ 37), or made up of these in any way. Hence there are two distinct kinds of Elasticity, viz. Elasticity, of Bulk and Elasticity of Form. The former is possessed in perfection by all fluids, while the second is wholly absent. In solids both are present, but neither in perfection. Thus we see that, as a necessary preliminary to in- vestigations on elasticity of bodies, we must study their capabilities of being distorted : — a whole series of pro- perties, such as compressibility, extensibility, rigidity, etc. T 42. In popular language, bodies are said to be WTdte, Black, Blue, Red, etc. The investigation of the underlying scientific facts, on which these depend, is partly physical (and therefore within our scope), but also partly physio- logical. The subject is thus a somewhat complex one. What do we mean by White Light ? This is a question much more physiological than physical Probably the 1 true answer to it depends upon circumstances, or con- ditions, which may be varied indefinitely, and with them TERMS APPLIED TO MATTER. 83 will, of course, vary what is described in terms of them. Thus, in a room lit by gas, a piece of ordinary writing- paper, or of chalk, appears white : — at least if we have been in the room for some little time. But if,-beside it, there be another piece of the same paper or chalk on which, through a chink, a ray of sunlight is allowed to fall (weakened, if necessary, so as to make the two appear of nearly the same brightness), we at once call the first piece of paper or chalk yellow, allowing the second to be white. Here we enter on a purely physiological question. In fact, if we accustom ourselves, for a suffi- ciently long time, to the observation of bodies in a room lit up only by burning sodium (which gives almost homogeneous orange light), we may ultimately come to regard bright bodies, such as chalk, etc., as being white : — others, of course, being merely of different shades, or degrees, of blackness. This, therefore, is foreign to our present subject. But, for all that, it furnishes us with the means of answering an important question somewhat different from that proposed above : — viz. What do we mean by a white body I 43. Suppose two sources to exist in the room, giving different kinds of homogeneous light ; one being incan- descent sodium as before, the other incandescent lithium, which (at moderate temperatures) gives a homogeneous red light. Chalk and ordinary writing-paper wiU still appear as white bodies to an eye which has become accustomed to the light in the room ; other bodies appear darker, but some are reddish, some of an orange tint. And thus we obtain the idea that a white body is one which sends to the eye, in nearly the same proportion D 84 PROPERTIES OF MATTER. as it receives them, the various constituents of the light which falls upon it ; while a black body sends none ; and coloured bodies send back light which, while (in general) necessarily made up of the same constituents as the incident light, contains them in different prffportions to those in which they fell upon it. [It would only con- fuse the student were we here to refer to Fhwreseence.] 44. Thus white light would seem to be a mere relative term. It is conceivable that the inhabitants of worlds whose sun is a blue star, or a red star (and there are many notable examples of such stars), may have their I peculiar ideas of white light, formed from their own cir- ■ cumstances; as ours is formed from the light of our own sun, which is what, in contrast with these, we must call a yellow star. However this may be, the discussion above has shown what is meant by a white body. A blue body is, by similar reasoning, one which returns blue rays in greater proportion than it does those of other visible light. It is therefore said to absorb the other rays in greaterpro- portion than it absorbs the blue rays. I Now we are in a position to understand why blue and I yellow pigments, mixed together, give green : — while a ' disc, painted with alternate segments of the same blue j and yellow, appears of a purplish colour when made to rotate rapidly. For the light given out by the rotating 1 disc is a mkiwre, in the proportion of the angles of the sectors, of the kinds of bght returned by the blue and I yellow separately. But that which the mixed powders I send back has in great part penetrated far enough into the mass to run, as it were, the gauntlet of absorption |by each of the separate components in turn, and there- TERMS APPLIED TO MATTER. 35 f fore is finally made up of those rays only which are not freely absorbed by either. To this discussion we need only add, in illustration of the conservation of energy, that a body is always found to be heated in proportion to the amount of light energy which it absorbs. 45. Shifting our ground again, we next take the words Malleable, Ductile, Plastic, and Friable, as applied to solid bodies. All of these refer specially to the behaviour of solids under the action of forces which, tend to change their form; for the change of volvme of solids, even under very great pressures, is usually very small. The first three indicate that the body preserves its continuity while yielding to^ such forces, the fourth that it breaks into smaller parts rather than change its form. And, in popular use at least, the terms imply in addition that the body is not elastic. 46. The most perfect example of a malleable body is metallic gold. The gold leaf employed for " gilding," as it is called, is prepared by a somewhat tedious process, which requires a high degree of skill in the workman. The gold is first rolled into sheets thinner than the thinnest writing-paper (thus already showing a high amount of plasticity) j next it is beaten out between leaves of vellum, till its surface is increased, and there- fore its thickness diminished, some twenty-fold. A small portion of this fine leaf is then placed between two pieces of gold-beater's skin ; and a more skilful workman, with a lighter hammer, again extends its surface twenty-fold. This operation can be repeated without tearing the thin film of metal, so great is its tenacity. 36 PROPERTIES OF MATTER. Here we have one dimension (thickness) diminished in a marked manner, but the product of the other two dimensions (the surface of the leaf) is' of course pro- \ portionally increased. 47. The action of the hammer may be practically viewed as equivalent to that of an intense pressure exerted through a very small volume, thus at every stroke applying a finite .amount of energy. One portion of this is changed into heat in the hammer, the anvil, and the gold leaf ; the rest is employed in doing work against the molecular forces of the gold, and thus altering its form. To show that this is the true explanation of the observed effect, we may vary the experiment by subjecting a leaden bullet to the action of a hydrostatic press. A few strokes of the pump suffice to bruise the bullet into a mere cake. The process is essentially the same as that of gold-beating, but lead is by no means so malleable as gold. 48. This leads us, in our present discursive treatment of parts of our subject, to inquire how it is, that by means of such a machine as the Bramah press, a man can apply pressure sufficient to mould a piece of lead, whose shape he could scarcely alter to a perceptible amount by the direct pressure of the hand. Here we have a first inkling of the Function of a Mackine. A machine is n.erely a contrivance by which we can apply work in the way most suitable for the purpose we have in hand. Work (as a form of energy) is a real thing, whose amount is conserved. But we have seen that it can be measured as the product of two factors — the (so-called} force exerted, and the space through which it is exerted. Hence, because even when TEEMS APPLIED TO MATTER. 87 a machine is perfect it can give out only the energy communicated to it, if there be but one movable part to which energy is supplied and another by which it is given off, the simultaneous linear motions of these two parts must be in the inverse ratio of the forces applied to them, or exerted by them, in the direction of these motions respectively. Thus we are not concerned with the interior structure, or mode of action, of a perfect machine ; all we need to know is the necessary ; relation of the speeds of the two parts or places at which ;' energy is taken in and given out. This is a matter of;' kinematics, and can be made the subject of direct! measurement when the machine is caused to move., ■. whether it be transmitting work or not. ; The statement just made is embodied in the ver/ nacular phrase — i i What is gained in power is lost in speed. i Objections may freely be taken to this form of words,! but it is meant to imply precisely what was said above as to the action of a perfect machine. If the machine be imperfect, as, for instance, if there be frictional heating during its working, the heat sol produced represents some of the energy given to the] machine, and the remainder of it is alone efficient. 49. A substance is said to be ductile when it can be drawn into very fine wires — i.e. when it admits of great exaggeration of one of its three dimensions (length) at the expense of the product of the other two (cross section). Wire-drawing is, essentially, a very coarse operation, for it has to be effected by finite stages, the wire being drawn in succession through a number of 38 PROPERTIES OF MATTER. holes in a hard steel plate, in which each hole is a little smaller in diameter than the preceding one. The more nearly continuous the operation is made, the more tedious and therefore the more costly it becomes. f The associated tenacity and plasticity of silver render I it one of the most ductile of metals. And an ingenious idea of WoUaston's enables us, as it were, to impart to other metals much of the ductility of silver. His idea may be briefly explained by analogy as follows. Suppose a glass rod, whose core is coloured, be drawn out while softened by heating, the diameter of the core is found to be reduced in the «ame proportion as is that of the rod. Thus, to obtain platinum wires much finer than- could be procured by direct drawing, WoUaston suggested the boring of a hole in the axis of a cylindrical rod of silver, plugging the hole with a platinum wire which just fitted it, and then drawing into fine wire the. com- pound cylinder. When this operation has been carried to its limit, practically determined by the ductility of the silver, the diameter of the platinum has been reduced nearly in the same proportion as that of the silver ; and the silver may be at once removed from the fine platinum core by plunging the whole in an acid which freely attacks silver but has no efi'ect on plat- inum. 50. Plasticity is shown, on the large scale, by many substances which, in hand specimens, appear fragile in the extreme. Glacier -ice is one of these, but its behaviour is so closely connected with its thermal properties that we can only msjntion it here. The whole earth, though its rock -structure appears so rigid, has been found to be more plastic (under the TERMS APPLIED TO MATTER. 39 tidal attraction of the moon) than a globe of glass of the same size would have been. But it is specially under the action of small but persistent forces that bodies, which are usually regarded as brittle or friable, show themselves to be really plastic. A good example of this is given by an experiment due to Sir W. Thomson. Cobbler's wax is usually regarded as a very brittle body ; yet if a thick cake of it be •laid upon a few corks, and have a few bullets laid on its upper surface, the whole being kept in a great mass of water to prevent any but small changes of temperature, after a few months the corks will be found to have forced their way upwards to the top of the cake, while the bullets will have penetrated to the bottom. 51. For variety, let us next take the terms Trans- paremt, Translucent, and Opague. These refer, of course, to the behaviour of a substance with regard to the passage of light through it. In common speech, a pane of ordinary window-glass is called transparent, while a piece of corrugated or of ground glass is translucent: — the latter transmits rays, no doubt, but with their courses so altered that they are no loiiger capable of producing distinct vision of the source from which they come. Consistency would require that the term translucent should also be applied to irregularly- heated air, or to a mixture of water and strong brine before diffusion has rendered it uniform throughout. Translucent is hardly a scientific word, unless we choose to limit its application to heterogeneous bodies. In science we speak of the degree of transparency of a homogeneous substance ; as, for instance, water more or less coloured, and employed in greater or less thickness. 40 PKOPEETIES OJ MATTER. In such cases, besides the inevitable surface-reflection, there is more or less absorption ; and the percentage of any definite kind of incident Hght which unit thickness of the substance transmits is called its transparency for that kind of light. Opacity may arise from either of the.two causes just mentioned. Light may enter a body, and be unable to proceed farther, as is the case with lamp black. Or it may fall on a highly polished surface, such as thinly silvered glass, and be in great part reflected without entering. In the former case it is said to be absorbed; and, when this happens, the absorbing body is raised in ' temperature. The incident energy is converted from I the light form into that of heat. In the latter case part only can enter the body ; and, if it meet in succession other reflecting surfaces in suffi- cient number, practically the whole of it may be reflected. This is the case with a heap of pounded glass, a cloud, I a mass of snow, or of froth or foam. All of these materials are transparent, but they reflect some of the incident light ; and, in consequence of the multiplicity of surfaces which the light has to encounter, the greater j part of it is reflected before it has penetrated deeply into 1 the mass. Hence the whiteness and brightness of snow I and clouds in full sunshine. — 52. We have here an excellent opportunity of calling the student's attention to the distinction : — a very pro- found one : — between Eeat and Temperatwe. For we have seen that energy, in the form of light, when absorbed, becomes heat in the absorbing body, and I thus raises its temperature. But if the same quantity of TERMS APPLIED TO MATTER. 41 heat had been given to a body, of the same nature but of twice the mass, the rise of temperature ■would have been only half as great. The very form of words here used shows at once how different are the meahings of the words temperature and heat. . For the quantity of hea,t (so much energy, a real thing) is perfectly definite, but the effect it produces on the temperature (a mere state) depends on the quantity and quality of the mass to which it is communicated. Heat is therefore a thing, something objective ; temperature is a mere condition of the body, with which the heat is temporarily associated; a condition which in certain cases determines the physical state of the body itself, and in all cases determines its readiness to part with heat to surrounding bodies or to receive it from them. Heat may, in this connection, but only for illustration, be compared with the air compressed into the receiver of an air-gun ; temperature would then be analogous to the pressure of that air. Neither of two receivers would (except by diffusion, with which we are not at present concerned) give air to the other, when a pipe is opened between them, if the pressure were the same in both ; but air would certainly flow from the receiver in which the pressure is greater to the other ; and this, altogether independently of the relative capacities of the two re- ceivers, or the consequent amounts of their contents. — 53. As another example, take the terms Cohesive, In- I coherent, Bepulsive. \ A lump of sandstone has considerable tenacity, which, { of course, is to be ascribed to those molecular forces of ' which we spoke in § 26. But when, in virtue of its 42 PROPERTIES OF MATTER. friability, it has been pounded down into sand, it becomes an incoherent powder. And we know that it must at some tinie previously have been in this form, for it often contains fossil plants or fish, and it may even have pre- served (perhaps for a million or more of years) records of surface -disturbance in the form of dents made by rain or hail, or by the feet of birds or reptiles. The graphite, or plumbago, which forms the material for the finest drawing- pencils, is a somewhat rare and valuable mineral. In cutting it up into " leads," how- ever carefully, a considerable portion is reduced to powder — i.e. sawdust. But if this powder be exposed, in mass, to pressure sufficient to bring its particles once more within the extremely short mutual distance at which the molecular forces are sensible, these forces again come into play, and the powder becomes a solid mass, which can in turn be sawn into " leads " for a somewhat in- ferior class of pencils. The whole of this part of the subject, especially as regards liquids, will be fully treated later, so that we need not further consider it here. 54. But let us contrast, with the behaviour of the particles of a solid or a liquid, that of the particles of a gas or vapour. Such substances require to be subjected to external pressure in order to prevent their particles from being widely scattered. When a small quantity of air is allowed to enter an exhausted receiver it dilates so as to occupy with practical uniformity the whole I interior of the receiver, however large that may be. This result was, naturally enough, at first ascribed to a species of repulsion between the various particles ; but \ the notion was found to be an erroneous one. For the \ TEEMS APPLIED TO MATTER. 43 eflfects of a true repulsion, capable of producing the practically infinite dilatation already spoken of, could not all be consistent with the corresponding observed results. The mode of departure from them depends upon the law according to which the repulsion may be supposed to vary with the distance between two particles. Some assumed laws would give as a consequence that the particles would all be driven to the sides of the vessel, leaving the interior void. Others would require that the pressure should change in value if we were to take half the gas and confine it in a vessel of half the content. Others would make it dififerent at different parts of the surface unless the vessel were truly spherical, etc. etc. The true explanation of the phenomenon becomes obvious to us when we apply heat to the gas. For it then appears that the pressure requisite to maintain the whole at a constant volume increases as the temperature is raised ; and thus that heat is, in some way, the ccmse of the pressure. 55. Hence we are led to what is called the Kinetic Theory of gases, whose fundamental assumption is that the particles dart about in all directions (with an average speed which is greater the higher the temperature), impinging on one another, and also upon the sides of the containing vessel. This continued series of very small but very numerous impacts (each, by itself, absolutely escaping observation) is perceived by our senses as the so-called " pressure " exerted by the gas. Experiment showed that, when a gas is confined in a vessel of definite size, the changes of its pressure are nearly proportioned to the changes of temperature, as measured by a mercury thermometer, whether these changes be in the direction 44 PROPERTIES OF MATTER. of a rise or a faU. If we assume, for a moment, that this statement is true for all ranges of temperature, even beyond those attainable in experiment, it leads us to the question : — At what temperatwe does the pressure of a gas vanish ? Calculations carried out in the above way showed that, under the assumption just mentioned, all gases cease to exert pressure at one common temperature (about - 273° C.) Thermodynamical theory comes to our assistance, and shows that the above guess is not far from the truth : — th^t a body, cooled to - 274° C, cannot be cooled any farther ; that it then is, in fact, totally deprived of heat. We might, therefore, fancy that a gas, if it could be brought to this temperature, would be reduced to a mere layer of incoherent dust or powder, deposited by gravity on the lower surface of . the containing vessel. But experiment has shown that gaseous particles, even while in motion, if only close enough together, exert mutual molecular forces, so that the result (on the gas) of the conditions above specified would probably be its assum- ing a liquid or even a solid form. 56. We speak of bodies as Hard and Soft. These are barely scientific terms ; because, unless they are strictly defined, they may bear a great variety of meanings. Thus, for instance, we have the mineralogist's Scale of Ha/rdness, which is often of great practical value in , field-work.. For there are numerous instances in whifch 1 two quite different minerals (sometimes a very valuable 1 and a very common one) are almost undistinguishable Ifrom one another so far as colour, density, and crystal- line form are concerned. Chemical tests (even the com- TERMS APPLIED TO MATTER. 45 paratively coarse blowpipe tests), though they would settle a question of this kind at once, are not readily applied in the field. Hence the use of the scale of hardness, in which minerals are arranged, so that every one can scratch the surface of any other which is lower in the scale. By carrying a set of twelve small specimens of selected minerals only, the finder of a doubtful crystal can readUy determine its rank among them as regards scratching ; and can thus often settle in a moment what would otherwise require some time, even with the facilities of a laboratory. In such a scale diamond, of course, stands at the top, while native copper, one of the toughest of substances, is far below it. But if we were to test relative hardness by some other method, say by blows of a hammer, we should be led to arrange our specimens in a very difierent order. The scale above spoken of is, therefore, by no means a scientific one, though, as we have seen, it may often ' give easily some useful information. CHAPTEE IV. TIME AND SPACE. 57. We begin with an extract from Kant, ,who, as mathe- • matician and physicist, has a claim on the attention of the physical student of a different order from that pos- sessed by the mere metaphysicians. " Time and space are two sources of knowledge, from which various h priori synthetical cognitions can be derived. Of this pure mathematics give a splendid example in the case of our cognitions of space and its various relations. As they are both pure forms of sensuous intuition, they render synthetical propositions h priori possible. But these sources of knowledge b, priori (being conditions of our sensibility only) fix their own limits, in that they can refer to objects only in so far as they are considered as phenomena, but cannot represent things as they are by themselves. This is the only field in which they are valid; beyond it they admit of no objective application. This peculiar reality of space and time, however, leaves the truthfulness of our experience quite untouched, because we are equally sure of it, whether these forms are inherent in things by themselves, or by necessity in our intuition of them only. Those, TIME AND SPACE. 47 on the contrary, who maintain the absolute reality of space and time, whether as subsisting or only as inherent, must come into conflict with the principles of experience itself. For if they admit space and time as subsisting (which is generally the view of mathematical students of nature), they have to admit two eternal infinite and self- subsisting nonentities (space and time), which exist with- out their being anything real only in order to comprehend all that is real. If they take the second view (held by some metaphysical students of nature), and look upon space and time as relations of phenomena, simultaneous or successive, abstracted from experience, though repre- sented confusedly in their abstracted form, they are obliged to deny to mathematical propositions h priori their validity with regard to real things (for instance in space), or at all events their apodictic certainty, which cannot take place h ^posteriori, while the h priori concep- tions of space and time are, according to their opinions, creatures of our imagination only."^ On matters like these it is vain to attempt to dogma- tise. Every reader must endeavour to use his reason, as he best can, for the separation of the truth from the metaphysics in the above characteristic passage. 58. We must now take up, as indicated in § 21, the property Extension, which is one of those expressly in- cluded in our provisional definition of matter. It implies that all matter has volume, or bulk. The thinnest gold leaf has finite thickness, the finest wire has a finite cross section. In popular language this is recognised by the use of the associated terms length, breadth, and thickness. ^ Critique of Pure Reason. Max Miiller's Translation. 48 PROPEETIES OF MATTER. r In other words, the term extension recognises the essentially Tridimensional character. of space. Why space should have three dimensions, and not more nor less, is a question altogether beyond the range of human reason. Only those who fancy that they know what space is, would venture (at least after well con- sidering the meaning of their words) to frame such a question. 59. The proof that our space has essentially three dimensions is given in its most conclusive form by the statement, based entirely upon experience, that To assign the relative position of two points in space, three numbers {of which one at least must be a multiple of the vmt of length) are necessary, and are sufficient. It is an easy matter for us, accustomed to tridimen- sional space, to imagine one or more of its dimensions to be suppressed. In fact so-called Plane Geometry is the geometry of one particular kind of two-dimension space ; Spherical Trigonometry that of another. We cannot well speak of the gmnetry of space of one, or of no dimensions ; but the idea, meant to be expressed, is a correct one, though the term is inappropriate. When, however, we try to conceive space of four or more dimensions, we are attempting to deal with some- thing of which we have not had experience ; and thus, though we may by analogy extend our analytical and other processes to an imagined space, in which the relative position of two points depends on more than three numerical data, we can form no precise idea of how the additional dimensions would present themselves to us. A few remarks on this subject will be made at the end of the chapter. TIME AND SPACE. 49 60. Space of no dimensions is a geometrical point, of which nothing further can be said. 61. Space of one dimension : — let us call that dimen- sion Length : — ^is a mere geometrical line which may be curved or straight. But to be sure of the existence of this characteristic, and to understand its true nature, we must have cognisance of space of two dimensions if it be a plane curve, of three if it be tortuous. The study of all the properties of space of one dimension, though an excessively simple affair, is of very great intrinsic importance, besides being a necessary step towards that of the higher orders. We will, therefore, treat it so fully that a far less amount of detail will be necessary when we come to two and to three dimensions. 62. Every one, whether he be aware of the fact or not, is acquainted by experience with at least the elements of this subject. Suppose, for instance, we take as our one-dimensioned space any one of the roads or railways leading from Edinburgh to London; which we will, for the moment, suppose to be straight, and to run due south. The milestones, set up at equal distances along the road, mark the positions of various points in terms of the one dimension, length, which is alone involved, or, rather, to which for the present we restrict our consider- ation. And a Gazetteer or a Bailway Guide gives us the positions of the towns or stations along the road or line : the position of each being fully described by a single number, understood as a multiplier of a mile or of some other specified unit of length, and with a qualification which will presently be introduced. But these numbers refer to the distance from some assumed starting-point, or Origin as it is technically 50 PROPERTIES OF MATTER. called ; say, in this case, London. Thus we find in an old Eoad Guide, for the particular one-dimensioned space called the East Coast Route, a column of data from which we extract the following : — Miles. London . . York 196 Berwick . . ... 337 Edinburgh 395, Fractions of miles are omitted to avoid mere arithmetical complication. From this table, by ordinary subtraction, we form a list, as below, of the lengths of what we may call the various stages of the route. Thus — Miles. London to York 196 York to Berwick . . . .141 Berwick to Edinburgh . . . .58 It will be seen that, in this list, the origin from which each number is measured is the first named of the two corresponding places, and the number itself is found by subtracting, in the first list, the number corresponding to the first of the two places from that corresponding to the second. 63. Now let us at once take the only step which presents any difficulty. Choose York as our origin, and boldly apply the rule just given, no matter what the consequences may be. The result is — Miles. London -196 York I Berwick ...... 141 Edinburgh . . ... 199 Here there is no difficulty whatever in understanding TIME AND SPACE, 51 the numbers for Berwick and for Edinburgh. They are, as before, the numbers of miles by which Berwick and Edinburgh are separated from York. Also the number for London, when York is the origin, differs from that for York, when London is the origin, only hy change of sign. So that we at once recognise the meaning of the negative sign as applied to a length in our one-dimen- sional space : — it measures the length in the opposite direction to that in which a positive length is measured. The necessity for this convention, and its extreme usefulness, were early recognised in Cartesian geometry, but they had long before been applied in common arithmetic as well as in algebra. Perhaps the simplest view we can take of the subject is that afforded by a man's " balance " at the bank. So long as this is on the right side {i.e. positive) he can draw • any less amount and still be on the credit side ; if he - overdraws (i.e. takes more out of the bank than his balance), the difference is negative, and he is to that amount indebted to the bank. 64. In the first of the three little tables above, all the places involved lay to the north of the origin (London), and were all therefore affected by the same sign (which . we happened to take as +). When York was taken as origin, Berwick and Edinburgh were to the north, and their numerical quantities were still +. But London, being to the south, had a - number. It would be easy to give multipUed examples of this, but they are unnecessary. The only additional com- ments which we need make are these : — (1.) When the northward direction along a line was 52 PROPERTIES OF MATTER. [ called +, the southward necessarily became - . Simi- larly, had we chosen southward as +, northward would have become - . (2.) We chose for our special example a northward- running line, but we might equally well have chosen an eastward one, etc. Hence pairs, such as N. and S., E. and W., up and down, etc., must be regarded as having their members contrasted exactly as are the + and - of Algebra or of Analytical Geometry. And, just as a displacement in one direction along a line may be regarded as +, while a displacement in the opposite direction must then be regarded as - , so it is with rates of motion, i.e. Speeds, in space of one dimension. Thus the relative speed of two trains running northward, A at 60 miles an hour, B at 40, is 20 miles an hour northward as regards A seen from B, and 20 southward as regards B seen from A; so if A be moving southward at -60 miles an hour, and B northward at 40, the speed of A with regard to B is 100 miles per hour southward, and of B with regard to A 100 miles northward. 65. A precisely similar distinction is observed when our one -dimensional space is a curved line;^take for example the orbit of a planet. To describe fuUy the position of the planet, when the orbit is given, one number alone (say the angle^edor, the angle which the radius- vector, or line joining the centres of planet and sun, makes with some fixed line in the plane of the ofbit) is required. This, however, must again be qualified as -f- or - . (In the case of angles, we agree to call them + when they are measured in the opposite direction to that r TIME AND SPACE. 53 of the motion of the hands of a watch ; that is, when they are described in the same sense as that in which the northern regions of the earth' turn about the polar axis). Angular velocities in one plane are similarly- characterised. In all cases where motion is restricted to one line the same thing holds. Thus the position of a pendulum is at every instant- completely assigned by the angle the rod makes with the vertical, provided we are also told on which side the displacement is. The record kept by a self-acting tide-gauge gives at any instant the elevation or depression (again + and - ) of the water from the mean level. Similarly with regis- tering barometers, thermometers, etc. But, for the full appreciation of the indications of these records, they are usually made in two dimensions by an important principle which will presently be explained. 66. In what precedes we have been dealing with a kind of space in which the only displacements are forward or backward ; nothing is possible (nor even conceivable) sideways or upwards. This characteristic applies to Time, as well as to space of one dimension, and therefore we should expect to find, as we do find, that (with the necessary change of a word or two) all that has just been said -with reference to relative position is true of events in time, as well as of points in one-dimensional space. There is no such thing as motion or displacement in time, so that this part of the analogy is wanting. Every event has its definite epoch, for ever unalterable. And of course there is no going sideways or upwards, as it were, out of the one- dimensional course of time. 64 PROPERTIES OF MATTER. r Thus we find that to assign definitely the position of an event in time, provided our origin is assigned, all we need know is a single number (a multiplier of the time-unit) with its sign, + or - , signifying time after or time before that origin. Our usually adopted origin is the Christian era, and - we speak of 1885 a.d. as the present year, while the date of the battle of Marathon is recorded as 490 B.C. The difiference between the characteristics A.D. and B.C. is of precisely the same nature as that between north and south, or + and - . Hence, if we wish to find the interval between the present time and the battle of Marathon, we have to subtract +1885 (the position of the new origin) from - 490. The result is - 2375, i.e. Marathon was fought 2375 years ago. Thus to change the origin, or epoch, we must perform precisely the same operation as that which gave us the table in § 63, from the first table in § 62, Thus to change our chronology to the year of the world (designated by A.M.) or to the old Eoman (marked Aitr.c), all we need do is to subtract from each date (A.D. or B.C., regarded as + and - respectively) the assumed date of the creation of the world (4004 B.C.) or of the foundation of the city of Eome (753 B.C.) We need say no more on such a matter. Every intel- ligent reader can make new and varied examples for himself. 67. Passing next to space of two dimensions, whether plane or spherical, we see at once from a map, or a globe, that the position of a place is given by two numbers, its Latitude and Loihgitude. But each of these has to be quali- fied for definiteness by the -f or - sign, or something TIME AND SPACE. 55 equivalent. Thus we have N. or S. latitude, and E. or W. longitude. But there are two methods, specially applicable to the plane, which deserve closer attention in view not only of their intrinsic usefulness, but also of their bearing on the general question of tridimensional space. These are known in geometry as Bedcmgular and Fola/r co- ordinates. 68. In the first we assume two reference lines at right angles to one another, both passing through the origin, and assign the position of a point by giving its distances from these two lines. These distances are looked on as drawn to the point from either line, and each therefore changes sign when the point is taken on the other side of the corresponding reference line. This -X X is symbolised in the cut. Oa;, Oy are the two reference lines, the origin. The perpendiculars PM, PN, let fall from P on these lines, completely, and without ambiguity, define its position. For if we know OM or NP, the oc 56 PROPERTIES OF MATTET?. I of P, ie. its distance from Oy, that condition alone limits our choice for P to points lying in PM, a line drawn parallel . to Oy and everywhere at the assigned distance, x, from it. Similarly, y being given as ON or MP, the choice of points is limited to those on the line i NP, all of which have this property. i But two lines at right angles to each other must intersect, and in one point only. Thus the point P is determined by the conditions without ambiguity. If P lie to the left of Oy, its x is negative ; if below Ox, its y is negative. The lettering above, at the ends of the lines bounding the four quadrants, shows at a glance the signs of x and y when P is situated in any one of them. In general, any given relation, between the x and y of a point, limits its position to a definite Curve in the plane of the reference lines. It is often very convenient to represent such a relation by a curve ; and, in fact, most self-registering instruments actually trace such a curve for us. Thus, if intervals of time measured from a definite instant (represented by 0) be laid off along Ox, with the corresponding heights of the thermometer, barometer, tide, etc., erected as perpendiculars at their extremities, we have a curve showing the mode in which temperature, pressure of the, atmosphere, etc., change as time goes on. But stich curves can be traced by a pencil attached to the instrument, or by photographic processes, on a long band of paper which is drawn horizontally past it, at a uniform rate, by clockwork. 69. In the second method the data are the length of OP (the radius -vector), and the magnitude of cos 8, y = MN = ON sia $ = r cos (p sin 8, % = NP = r sin 0. The elements of spherical trigonometry show that the multipliers of r, in the values of «, y, z respectively, are the cosines of the angles between the line OP and the lines Oa;, Oy, Qz. Hence the more symmetrical method, in which these cosines are represented by I, m, n respect- ively, gives x = rl, y = rm, z = rn, with the condition It is easy to see that the remark in § 69 as to resolu- tion of a velocity in two dimensions holds with respect to three. F 66 PROPERTIES OF MATTER. Then Newton's Second Law of Motion (Chap. VI.) at once extends these conclusions to Forces. 77. A remark of great importance must be made here. We saw in § 68 that a point was determined, in X, y co-ordinates {i.e. plane space of two dimensions), as the intersection of two straight lines, to one of which it was confined by its x being given in value, to the other by the value of its y. But any two independent conditions connecting x and y wiU also determine their values. Such a condition connecting x and y is known as the equation of a curve, and, when given, limits the position of P to that curve. Two such conditions, therefore, give P by the intersection of two curves, on each of which it must lie. Such a condition applied to a physical particle is called a Degree of Constraint. In two-dimensional space a free particle has but two Degrees of Freedom, one of which is removed by each degree of constraint to which it is subjected. 78. Similarly we saw that, in three dimensions, the point given by x, y, z is determined as the intersection of three planes, on each of which it must lie. But any one condition connecting the values of x, y, and z is the equation of a surface, and, when it is given, a particle at the point is subjected to one degree of constraint. When free, it has but three degrees of freedom; and three degrees of constraint, by completely determining its X, y, and «, fix its position. We should arrive at the same result by considering relations among the r, 6, co-ordinates. But it sufiS.ces to consider merely what constraint each of these imposes when its value is given. All points for which r has a given value, lie on a sphere whose centre is at 0, When TIME AND SPACE. 67 is given, the point must lie somewhere in the vertical plane «0N. When is given, it must lie somew^here on a right cone of which is the vertex and Oa the axis. [The two latter statements are easily illustrated by means of a telescope, mounted (in the common way) on a stand which allows it to rotate about a horizontal, or about a vertical, axis. Place it in any azimuth, and vary its altitude, it turns in a vertical plane about the horizontal axis. Place it at any altitude, and vary its azimuth, it rotates conically about the vertical axis. Hence, by means of these co-ordinates, or conditions, each definite point in its axis is constrained to lie on a sphere, a plane, and a cone, simultaneously.] 79. Two devices are in common use for enabling us to represent, on a plane (or other space of two dimen- sions) the third dimension. Thus, in an Admiralty chart, we find the sea-area marked over with figures denoting Soundings :—i.e. the average depth of the water at certain places is written in in fathoms. These soundings are of course more numerous at places where there are shoals or intricate channels. But it is obvious that, if they were numerous enough, they would enable us to construct a model of the sea-bottom. The soundings, therefore, supply, as it were, the necessary third dimension. But this process, though usually sufficient for purposes of navigation, is at best a rude and incomplete one. The other method, however, rises to a very high order of scientific importance, not merely from the point of view for which it was originally devised, but on account of the extent to which its essential principles are now 68 PROPERTIES OF MATTER. applied throughout the whole range of physics. We therefore devote some space to its full explanation. 80. This is called the method of Contour Lines, employed with great effect in Ordnance Survey Maps. A contow line passes through all places which a/re at the same height above the sea-level. Thus the sea-margin is the contour line of no elevation. Suppose the water to rise one foot (vertically). There would be a new sea-margin, encroaching more on the land than the former ; encroaching most at places where the beach has the gentlest slope, not encroachiag at all on a perpendicular cliff, and thrust out (seawards) from an overhanging cliff. This is the contour line of one foot elevation. It is clear that by supposing a gradual rise of the sea, or subsidence of the land, foot by foot, we could obtain a series of curves (each a sea-margin) gradually circumscribing the uncovered portion of the land, and finally closing in over its highest peak. We require no such natural convulsion as that just imagined. Cloud strata, or fog-banks, with definite horizontal sur- faces, constantly show us these appearances in hilly countries. But it is a simple matter of Levelling to trace out contour lines, and to draw them on a map of the district. For practical purposes it is usually sufficient to draw them for every 50 or 100 feet of additional elevation above the searlevel. The celebrated Parallel Roads of Glen Boy are merely contour lines, etched on the sides of the valley by long- continued but slight agitation of the margin of the water which filled the glen to various depths in succession, as the barriers which dammed it up were, at intervals, broken down. TIME AND SPACE. 69 Eeferring to § 78, we see that a surface can be expressed in terms of one relation between x, y, and z. Let the plane of Ox, Oy, be that of the sea-level, and let the relation expressing the surface of the land be »=/fe y)- Then the contour lines, as traced on the (two-dimension) map are the curves / (a !/.) = 0, / (b, !/) = 100, / (x, y) = 200, etc. 81. To familiarise the student with the general appearance of contour lines, and their relation to the form of the corresponding surface, we give those of a 70 PEOPERTIES OF MATTER. right cone whose axis is vertical, of a hemisphere, and of a fusiform or spindle-shaped body. The fusiform body, whose contour lines are drawn, is formed by the rotation of a quadrant about a vertical tangent, the point of contact being the apex. And the contour lines are drawn, in each case, at successive heights increasing by one -fifth of the whole height of the figure. Thus the distances between successive contours, in the two last figures, form the same series but in opposite order. The equality of distance between the successive contour lines of the cone indicates uniform steepness throughout. In the hemisphere the lines are closer together near the boundary of the figure, in the spindle they close in on one another towards the centre ; the hemisphere being steepest at its edges, and the spindle surface steeper towards the point. 82. In fact, the Gradient of a surface in any direction (i.e. the amount of rise per horizontal foot) is obviously, at any point, inversely as the distance in that direction between successive contour lines, for they are traced at successive equal difierences of level ; and thus the dis- tance between them, along any line drawn on the map, is the space by which we must advance horizontally along that line while ascending or descending through 100 feet. 83. The line of steepest slope at any point of a surface is represented on the map by the shortest line which can be drawn to the nearest contour line. Thus it cuts the contour lines at right angles, and is the path along which a drop of water would trickle down. It is there- fore called a Strearrirline. TIME AND SPACE. 71 84. If the surface be like that of a saddle, concave upwards along the horse's back, convex upwards across it, we have at the middle of the saddle what is called, in geography, a Col or mountain-pass — the lowest point of the ridge between two neighbouring summits. The characteristic of the col is that, at such a point, a contour line intersects itself. The following figure shows the general form of the contours near such a point. In the shaded regions depicted to the right and left of the col the ground rises, in the unshaded regions depicted above and below it falls. [The figures on the contour lines show their order of altitude above the sea- level.] Other very special peculiarities might be mentioned, but they are not necessary for the beginner; and the more mathematical reader can easily work them out for himself.^ ' See Cayley, Phil. Mag., XVIII. 264; Clerk-Maxwell, aid., December 1870. 72 PROPERTIES OF MATTER. 85. If we draw, by the help of the contour lines, the stream-lines (which, § 83, cut them at right angles), we find that they have the following property. In regions al)0ve the level of a col, they fall away on both sides from that particular one of their number which passes from a mountain Summit down to the col, and thence up to the neighbouring summit. This particular line, then, is the Watershed, separating two valleys or drainage areas. If we follow their course into regions below the col, we find that they usually approach to the special stream- lines drawn downwards from the col on opposite sides. These will therefore be fed by all the httle riUs in succession, and thus they become the Watereowses. A watercourse is thus the stream-line drawn from a col so as to pass through an Imit, or lowest point of the surface. 86. So far, we have been dealing with contour lines in the ordinary sense of the word. But essentially the same sort of thing is presented by the meteorological curves called Isobars, and by Isothermak, Lines of Equal Magnetic Variation, of Equal Dip, etc. etc. In each case the lines are drawn, on a two-dimension map, so as to pass through all places where the barometer, or the thermometer, stands at a given reading or level, where the compass deviates a given amount from true north, etc. etc. Thus they have a characteristic similar to that of contour lines, viz. that all points on any one line possess some definite property to exactly the same amount. These applications of the principle are of great importance, but they do not belong so immediately to our subject as do others, of which we will now give an example or two. 87. Just as water trickles from places at higher, to TIME AND SPACE. 73 ' others at lower, level, and as heat flows, in a conducting body, from places of higher, to others of lower, tempera- ture, so electricity is said to flow from places of higher, to places of lower, potential. Hence, to study the flow of electricity in a sheet of metal, we require to know the lines of equal potential. The first investigation of this subject, by Kirchhoff,^ supplies an exceedingly beautiful example. Putting the wires attached to the ends of a galvanic battery into contact with a very large sheet of uniform tinfoil, at points A and B, we estabhsh and maintain a definite difference of potential between those points of the sheet. Hence there is a steady flow of electricity from the one to the other ; and it must pass, at every point, in a direction perpendicular to the equipoterdial line passing through that point. Thus, to find the lines of flow of electricity, we must have a means of, as it were, contouring the plate electrically, and finding its lines of equal potential. This is furnished by a galvanometer, for that instrument indicates at once any current passing through its coil of wire. But, if the ends of its coil be kept at equal potentials, no current will pass. Hence, if we put one end of the galvanometer coil in contact with the tinfoil at any point, P, and move the other end about on the foil until no current passes, the point, Q, with which it is then in contact, is at the same potential as P. By fishing about, therefore, we can, point by point, trace out the equipotential line PQ passing through P. And the same may be done for other points, till we have -^vered the tinfoil with as many lines of this kind as we desire. ' Fogg. Ann., 1845, Ixir. Fio. 9. TIME AND SPACE. 76 In the special case which we have taken, it was found that when the plate of tinfoil is very large in comparison with the length AB, these lines are circles, whose centres lie in the line AB, and in each of which the ratio BQ/AQ is the same throughout ; though of course its values are diiferent for different circles of the series. A few of these circles are given (in full lines) in the figure. [To ensure proper contact with the battery, little circular discs of copper (indicated in white) are attached to the tinfoil at A and B. The edges of these (on account of the superior conductivity of the copper) are equipotential lines. The points A and B are not exactly at the centres of these discs.] Now geometry tells us that the lines, which cut at right angles all circles drawn according to the above law, belong to another series of circles : — viz. those which are determined by the condition that each passes through the two points A and B. These circles (some of which are represented by the dotted lines in the figure) are therefore the current lines along which the electricity passes in the tinfoil. The full circles are drawn for successive equal changes of potential ; and the dotted circles which are drawn are so selected that the amount of electricity which flows in a given time through the space bounded by portions of each contiguous pair is the same. If the full lines be regarded as contour lines of a surface, the right hand side of the figure represents a hill, and the left hand an exactly equal and similar hollow ; so that the halves, as separated by the straight contour line, would exactly _;?< into one another if the whole could be folded along that line. 76 PROPERTIES OF MATTER. If both A and B be connected with the positive pole of the battery, and its negative pole be connected with a massive ring of copper, or other good conductor, which borders the sheet of tinfoil all round at a very great dis- tance from A and B, the equipotential lines are what mathematicians call Cassini's Ovals. One of them is the Lemniscate of Bernoulli, and its double point corresponds to a col. The figure resembles in general form that of § 84, and the current lines are a series of rectangular hyperbolas. 88. As a final example, somewhat more pertinent to our present work, take the relation between the pressure, volume, and absolute temperature, of a given mass of air. Experiment has proved that when any two of these three quantities are given, the third is determined. Calling themp, v, and i respectively, the relation between them is (nearly enough for our present purpose) found to be represented by the expression pv = Bt (1) where E is a known constant quantity. [In a later chapter we wiU study the exact relation. What we seek at present is an illustration of method, not a specially exact representation of fad.'] Now we may treat p, v, and t just as we treated x, y, z in § 80 above. In this statement lies the essence of the value of the contour-line idea as applied to questions of general physics. Thus the experimental relation among j?, v, t, (1) above, may be looked on as the equation of a surface. Let us draw its contour lines on the plane in which p and v are measured. TIME AND SPACE. 77 Equation (1) shows that these lines are all rectangular hyperbolas, of which the asymptotes are the axes of volume and pressure, Ov and Op. Any line of equal pressure ^WiVg is divided so that Av^, Av^ Av^, etc., are proportional to the absolute temperatures. So with a line of equal volume Bpj^aPs- ^^^ o'l^ special advantage of this mode of representation is, that the worh required to compress the gas at any constant temperature, as fj, from volume OB' to volume OB, is given by the area B'^'j^jB, which is contained between the curve t-^, the axis of volume, and the lines of equal volume By^ Bpj. This follows at once from the fact that the work done during an elementary change of volume dv, under pressure ^, is represented by pdv; a little element of 78 PEOPEETIES OP MATTER. area bounded by the curve, the axis of v, and two con- tiguous ordinate^. Draw a tangent .PT to one of these curves at a point P, and draw PQ parallel to Ov. The compressibility of a gas, at constant temperature, is the percentage change of volume per unit increase of pressure. It is therefore represented by QP J_ J_ QT ■ OM' QT' or (by a property of the hyperbola) p^^, i.e. it is inversely as the pressure. The expansibility, at constant pressure, is found simi- larly by producing QP to cut the proximate curve t^ in R ; for it is expressed by the percentage change of volume per unit rise of temperature, that is PR J_ (^-yOM 1 _1 0M'<2-J% Hence the stress per- pendicular to either diagonal plane is P per square unit. And it is clearly a pressure perpen- dicular to one diagonal plane, and a tension perpendicular to the other. It is therefore the system already studied in § 177, and the effect on the cube above is that studied in § 1 7 3. We nowdefineas follows : — The rigidity of an isotropic solid, i.e. the resistance to change of form under a stress such as that in the above figure, is directly proportional to the tangential force per unit a/rea, and inversely as the change of one of the angles of thefigwre. Hence, using the common designation, we- have Rigidity = » = P/9, or, by §§ 173, 177, p P + ^ = ^ .... (1.) 179. But, by § 177, the effect of pressure P, applied simultaneously to all the sides of the cube, would be to reduce the lengths of the edges in the common ratio or (approximately) Hence (§ 176), 1:1 + p-2q. 180. From (1) and (2) we have at once ^ \6re 9/fc/ .IP (2.) 150 PROPERTIES OF MATTER. These represent respectively the extension of one set of edges of the unit cube, and the common contrac- tion of the other two, when it is subjected to tension P parallel to the former set. These results might have been obtained, perhaps even more simply, by assuming the existence of compressibility with absolute rigidity, then assuming pliability with ab- solute incompressibility, and superposing the effects. But the logic of this process is more likely to puzzle the beginner. 181. Hence the extension, per unit of length, of a rod or bar, under tension P per square inch of its cross-section, is p 3k + n 9kn ■ The corresponding diminution, per unit area, of cross- section is p Zk - 2n 9kn • And thus the increase per unit volume is P/3^, a result which we might have obtained directly in many other ways. Thus, in pulling out an india-rubber band with a .given tension, we increase its volume by one-third of the amount by which it would be diminished by hydrostatic pressure of the same value. From these formulae the result of the application of any stress to an isotropic body can be calculated. 182. As an example, suppose we desire to find what stress will produce extension of an isotropic bar or cylinder unaccompanied by lateral change of any kind. If we have tensions, P along, and P' in all directions DEFOKMABILITY AND ELASTICITY. 151 perpendicular to, the axis of the bar, we have for the longitudinal extension (§ 177) 2P' i^ - -p ?; and for the extension in any radial direction T'p P + F P --^«- The latter must vanish, by our assumed condition, so that p,^ Fg _p 3fc-2m . p - q Sic + in' and the extension is 3k + in' 183. In the chapters which immediately follow, it will be seen that to determine the compressibility of a fluid we require (at least in all the ordinary modes of experimenting) to know the distortion produced in the vessel which contains it. When the same hydrostatic pressure is applied sim- ultaneously to the outside of the vessel and to its contents, the correction for diminution of the interior pv is of course, ,§§ 176, 212, -^ : — where P is the pressure per unit surface, V the interior volume, and k the re- ciprocal of the compressibility of the material of the vessel. This is to be added to the apparent compressi- bility of the fluid. But when the pressure on the vessel is mainly internal (as in Andrews' experiments on carbonic acid), or wholly external (as in glass manometers, § 233), the correction is not so simple. It can, in every case, be 152 PROPERTIES OF MATTER. determined by means of the equations of § 180 ; but the investigation even of symmetrical cases is beyond the limits here imposed on us. We therefore merely state the results for the forms of vessel most commonly used, viz. tubes and bulbs. For simplicity we assume the tubes to be cylindrical, and the bulbs to be spherical, each being of uniform material and of equal thickness throughout. The internal and external radii are, in both cases, denoted by a^ and % respectively j and the cylinders are supposed free to alter in length as well as in cross-section. Then the diminution per unit of content, by external hydrostatic pressure P, is — In cylinders ^^fir^,{^ + -^} In spheres P ^rr;^ (^^+1^> The increase per unit of content, by internal hydro- static pressure P', is — In cylinders P' ^^^, g +-J, ^). In spheres P JT^^s (^^ +^3 te> When there are simultaneous hydrostatic pressures out- side and inside, the corresponding results, calculated from these expressions, are to be simply superposed (§ 174). Thus, if P and P' be simultaneous and equal, we have, alike in cylinders and spheres, for the diminution of unit content, P/A as above. When an exceedingly thick vessel is exposed to DEFORMABILITY AND ELASTICITY. 153 internal pressure only, the eifect on unit of its content practically depends on its rigidity only, and is P'/w for a cylinder, and 3P'/4w for a sphere. This is a very striking result. When such a vessel is exposed to external pressure the result is — For cylinders P (^ + ^)' For spheres P (^ + J^) This shows the fallacy of the too common notion that, by- mating the bulb of a thermometer thick enough, we enable it to "defy pressure"; as, for instance, when it is to be employed to measure temperatures in a sounding of 3000 or 4000 fathoms. 184. It is very interesting to study the cases of heterogeneous strain presented by the walls of cylinders and bulbs when the internal and external hydrostatic pressures are different. The following data will show the student the form of the strain -ellipsoid, i.e. the ellipsoid into which a very small part of the wall, originally spherical, is distorted. We give the formulae for a cylinder under external pressure. Let the original position of the centre of the little sphere be at a distance, r (intermediate, of course, between (Sq and Sj), from the axis. Then it is deformed into an ellipsoid, whose axes are — (1) radial, (2) parallel to the axis of the cylinder, (3) at right angles to these two. If we denote by 1 the original radius of the little sphere, the semi-axes of the ellipsoid are — n) \_-p^l-(l-< I), 154 PROPEETIES OF MATTEK. ^^> ^ ^Oi^-VV^-fc r" in)' (3) 1 -P "' „ ~. These are, in order of increasing magnitude, (2), (3), (1). The axes (2) and (3) are always reduced in length, but the radial axis (1) -vnll be increased in length by the strain provided r^ < ~a^. In ordinary flint glass this condition becomes, ap- proximately — *-■ 32 • So that the interior layers of a glass tube, exposed to external pressure only, are always extended in the radial direction. This extension is greatest at the interior surface, and vanishes in the layer whose radius is about \-%a^ If the external radius be greater than this, the outer layers are radially compressed, and the more the farther they lie beyond the limit of no extension. 185. The theory of the propagation of Waves, whether of compression or of distortion, in an elastic body, is beyond our limits; but we may make the statement that, if we could set aside the effects of sudden stress in producing changes of temperature, and thus altering the coefficients of compressibility and rigidity (for this question belongs properly to Thermodynamics), the rates of propagation of waves of different kinds depend only upon one or both of these coefficients {k and n), and upon the density of the body. When the coefficients are measured in terms of the weight of unit bulk of the body, they are called Moduli. Hitherto we have measured them in terms of pressure or tension, i.e. force DEFOKMABILITY AND ELASTICITY. 156 per unit area. But, if we measure the force by the length of the column of the substance, of unit section, whose weight it can just support, we obviously take account of the weight of unit bulk. Now the theoretical result (under the conditions above specified) is that the speed of a wave is that which would be acquired by a free body falling, under uniform gravity, through a height equal to half the length of the modulus corre- sponding to the particular kind of distortion which is propagated. Thus the speed of sound in air or water depends upon the value of h alone ; that of a shearing wave, such as light and some forms of earthquake, on n. alone. When a wave of extension is sent along a wire, as (for instance) to set a distant railway signal, Young's modulus (§ 224) comes in ; and, when we deal with plane sound-waves in a solid, we must take the corre- sponding modulus as given in § 182. CHAPTER IX. COMPRESSIBILITY OF GASES AND VAPOUKS. 186. A VERY general proof of compressibility and of elasticity of bulk is afforded at once by the fact that the great majority of bodies are capable of transmitting sound-waves. For the propagation of sound consists essentially in the hcmding on by resilience, from layer to layer of the medium, of a state of compression or dilata- tion; the (small) disturbance of each particle taking place to and fro in the direction in which the sound is travelling. All ordinary sounds are propagated in air. But the rate of passage of sound has been measured in the water of the Lake of Geneva and elsewhere; and miners are in the habit of signalling to one another by the sounds (of taps with a pick) conveyed through solid rock. 187. Compressibility, elasticity, and inertia of air are all demonstrated by the action of an air-gun. Its reservoir is charged, by means of a pump, with some forty or sixty times the quantity of air which it would contain at the normal pressure and temperature; the moment the valve is thrust down, by the fall of the hammer, a portion of the air is forced out by its elas- ticity ; and this rapid stream, by its inertia, communi- COMPRESSIBILITY OF GASES AND VAPOURS. 157 cates motion to the bullet. The same thing is shown, in a very beautiful form, by allowing the compressed air to escape in a fine jet ; for a ball of cork can be suspended in the jet, as a metal shell is suspended in a fountain-jet of water, but .in this case without any visible support. 188. In 1662 Eobert Boyle published his Defence of the Doctrine touching the Spring and Weight of the Air. The following extract, especially, is still of great interest. It occurs in Part II. chap. v. "We took then a long Glass-Tube, which by a dexterous hand and the help of Lamp was in such a manner crooked at the bottom, that the part turned up was almost parallel to the rest of the Tube, and the Orifice of this shorter leg of the Siphon (if I may so call the whole Instrument) being Hermetically seal'd, the length of it was divided into Inches (each of which was subdivided into eight parts) by a straight list of paper,_ which containing those Divisions was carefully pasted all along it : then putting in as much Quicksilver as served to fill the Arch or bended part of the Siphon, that the Merowry standing in a level might reach in the one leg to the bottom of the divided paper, and just to the same height or Horizontal line in the other ; we took care, by frequently inclining the Tube, so that the Air might freely pass from one leg into the other by the sides of the Mercury, (we took (I say) care) that the Air at last included in the shorter Cylinder should be of the same laxity with the rest of the Air about it. This done, we began to pour Quicksilver into the longer leg of the Siphon, which by its weight pressing up that in the shorter leg, did by degrees streighten the included Air : and continuing this pouring in of Quicksilver till the Air 168 PROPERTIES OF MATTER. in the shorter leg was by condensation reduced to take up but half the space it possess'd (I say, possess'd not filVd) before ; we cast our eyes upon the longer leg of the Glass, on which was likewise pasted a list of Paper care- fully divided into Inches and parts, and we observed, not without delight and satisfaction, that the Quicksilver in that longer part of the Tube was 29. Inches higher than the other. Now that this Observation does both very well agree with and confirm our Hypothesis, vrill be easily discerned by him that takes notice that we teach, and Monsieur Paschall and our English friends Experiments prove, that the greater the weight is that leans upon the Air, the more forcible is its endeavour of Dilatation, and consequently its power of resistance, (as other Springs are stronger when bent by greater weights.) For this being considered it wil appear to agree rarely-well with the Hypothesis, that as according to it the Air in that degree of density and correspondent measure of resistance to 'which the weight of the incumbent Atmosphere had brought it, was able to counterbalance and resist the pressure of a Mercurial Cylinder of about 29. Inches, as we are taught by the Torricellian Experiment ; so here the same Air being brought to a degree of density about twice as great as that it had before, obtains a Spring twice as strong as formerly. As may appear by its being able to sustain or resist a Cylinder of 29. Inches in the longer Tube, together with the weight of the Atmos- pherical Cylinder, that lean'd upon those 29. Inches of Mercivry ; and, as we just now inferr'd from the Torrl- cellian Experiment, was equivalent to them. " We were hindered from prosecuting the tryal at that time by the casual breaking of the Tube. But because COMPRESSIBILITY OF GASES AND VAPOURS. 159 an accurate Experiment of this nature would be of great importance to the Doctrine of the Spring of the Air, and has not yet been made (that I know) by any man ; and because also it is more uneasie to be made then one would think, in regard of the difficulty as well of procuring crooked Tubes fit for the purpose, as of making a just estimate of the true place of the Protuberant Mercury's surface ; I suppose it will not be un- welcome to the Keader, to be informed that after some other tryals, one of which we made in a Tube whose longer leg was perpendicular, and the other, that contained the Air, parallel to the Horizon, we at last procured a Tube of the Figure exprest in the Scheme; which Tube, though of a pretty bigness, was so long, that the Cylinder whereof the shorter leg of it consisted admitted a list of Paper, which had before been divided into 1 2. Inches and their quarters, and the longer leg admitted another list of Paper of divers foot in length, and divided after the same manner: then Quicksilver being poured in to fill up the bended part of the Glass, that the surface of bIIHA it in either leg might rest in the same Hori- zontal line, as we lately taught, there was more and more Quicksilver poured into the longer Tube; and notice being watchfully taken how far the Mercury was risen in , that longer Tube, when it appeared to have ascended to any of the divisions in the shorter Tube, the several Observations that were thus successively made, 160 PROPERTIES OF MATTER. and as they were made set down, afforded us the ensuing Table. "A, Table of the Condensation of the Aik. A. A. The number of equal spaces in the shorter leg, that con- tained the same par- cel of Air diversely extended. B. The height of the Mercurial Cylinder iu the longer leg, that compress'd the Air into those dimen- sions. C. The height of a Mer- curial Cylinder that counterbalanc'd the pressure of the At- mosphere. D. The Aggregate of the two last Columns, B and C, exhibiting the pressure sus- tained by the in- cluded Air. E. What that pressure should be according to the Hypofhesis, that supposes the pressures and ex- pansions to be in reciprocal propor- tion." 189. The form of apparatus employed by Boyle is still recognised as by far the best for the purpose. - With a few necessary modifications, to adapt it to difference of circumstances, it was employed by Amagat^ in ,the 1 Annales de Chimie, 1880. A. A. B. 0. D. E. 48 12 00 29]^ 29t\ 46 n^ OItV 30A 30A 44 11 02i| 31^ 31il 42 101 04xV 33^^ 33|- 40 10 06A 35tV 35... 38 H 0714 37... 36if 36 9 lOA 39t\ 38| 34 8| 12^ 41^ 41^ 32 8 18t^ 3? 44t^ 43-1 30 n I7if -a 47tV 46- 28 7 21t\ 1 50t^ 50... 26 H 25A ■S' 54t^ 53lt 24 6 291^ oq 58i| ^H. 23 5| 32A .s 61A 60^ 22 5^ 34i# 'a 64,^ 63A 21 H 371.1 "^ 67tV 66|- 20 5 41 9 = G (1.) where C is a quantity depending upon the mass of gas, and on its temperature. From the definition of density as the quantity of matter per unit of volume, we see at once that Boyle's Law may be stated in the form — ■ The density of a gas, at constant temperature, is propor- tional to the pressure. 192. The compressibility follows at once. For a small increase, tt, in the pressure, corresponds to a small diminution, v, in the volume, .such that we still have (p -I- 7r)(D - u) = C. Neglecting the product of the two small quantities we ^^^^ TV-pv=0. ^ This Law usually goes by the name of Mariotte in foreign books. See Aj^endix IV. 164 PROPERTIES OF MATTER. Here the change, per unit of volume, is v/v, so that the compressibility (§ 88) is T 1> p The resistance to compression is therefore propor- tional to the pressure. This result was obtained by a graphic process in § 88. 193. So closely does air follow Boyle's Law through all ordinary ranges of pressure, that it is constantly used in Manometers for the direct measurement of pressure. The manometer is, in its elements, merely a carefully calibrated tube containing dry air, from whose volume (when it is kept at constant temperature) the pressure is at once calculated. The chief defect of such manometers is that successive equal increments of pressure produce gradually diminish- ing eifects on the volume of the gas ; and thus the in- evitable errors of observation become more serious, in proportion to the quantity to be measured, as higher pressures are attained. Various ingenious devices, such as tubes of tapering bore, have been devised to remedy this defect. In aU such modifications most careful calibration is essential 194. All gases, at temperatures considerably above what is called their critical point (§ 206), follow Boyle's Law fairly through a somewhat extensive range of pres- sures. But a gas, at a temperature under its critical point, is really a vapour, and can be reduced (without change of temperature) to the liquid state by the appli- cation of sufficient pressure, if nuclei be present. The compression of vapours will be treated farther on. 195.' So far, we have been dealing with the eflfects of COMPRESSIBILITY OF GASES AND VAPOUES. 165 pressure. But Boyle carried his inquiry into the effects of diminution of pressure also. His apparatus was of a very simple kind, though still useful, at least for class illustration. The following extract, while highly interesting, sufficiently describes his results and method : — " A Table of the Rarefaction of the Air. A. The number of equal spaces at the top of the Tube, that contained the same parcel of Air. B. The height of the Mercurial. Cylinder, that together with the Spring of the included Air, counterbalanced the pressure of the Atniosphere. C. The pressure of the Atmos- phere. D. The Complement of B to C, exhibiting the pressure sus- tained by the included Air. E. What that pressure should be according to the Hypo- A. B. C. D. E. 1 00^ 29f 29| 1* lOf 19^ 19| 2 15| 14| 14| 3 20| 9| 9H 4 22| n 5 24| 4) 5| sp 6 24| 't 4ff 7 25| 1 4| 4i 8 26§ 3| 3|| 9 26| H 3ii 10 26| 3§ 2fff 12 27i 1 2| 211 14 27| § H 2* 16 271 1 n 111 18 27| za n 1 47 I-T2 20 28-H If 1 9 24 28f i| 1 23 28 28| If 1t^ 32 28| If OHI " To make the Experiment of the debilitated force of expanded Air the plainer, 'twill not be amiss to note some particulars, especially touching the manner of making the Tryal; which (for the reasons lately mention'd) we made on a lightsome pair of stairs, and with a Box also hn'd with Paper to receive the Mercwy that might be spilt. And in regard it would require a vast and in few places pro- 166 PEOPEEJIES OF MATTEE. . curable quantity of Quicksilver, to employ Vessels of such kind as are ordinary in the Torricellian Experiment, we made use of a Glass-Tube of about six foot long, for that being Hermetically seal'd at one end, serv'd our turn as well as if we could have made the Experiment in a Tub or Pond of seventy Inches deep. "Secondly, We also provided a slender Glass-Pipe of about the bigness of a Swan's Quill, and open at both ends ; all along which was pasted a narrow list of Paper divided into Inches and half quarters. ■ • ■ I ■ "Fourthly, There being, as near as we could guess, little more than an Inch of the slender Pipe left above the surface of the restagnant Mercury,, and consequently unfiU'd therewith, the prominent orifice was carefiilly clos'd with sealing Wax melted ; after which the Pipe was let alone for a while, that the Air dilated a little by the heat of the Wax, might upon refrigeration be reduc'd to its wonted density. . . . "Sixthly, The Observations being ended, we presently made the Torricellian Experiment with the above men- tion'd great Tube of six foot long, that we might know the height of the Mercwrial Cylinder, for that particular day and hour ; which height we found to be 29f Inches. " Seventhly, Our Observations made after this manner fumish'd us with the preceding Table, in which there would not probably have been found the difference here set down betwixt the force of the Air when ex- panded to double its former dimensions, and what that force should have been precisely according to the Theory, but that the included Inch of Air receiv'd some little COMPRESSIBILITY OF GASES AND VAPOURS. 167 accession during the Tryal ; which this newly-mention'd dilBference making us suspect, we found by replunging the Pipe into the Quicksilver, that the included Air had gain'd about half an eighth, which we guest to have come from some little aerial bubbles in the Quicksilver, contained in the Pipe (so easie is it in such nice Experi- ments to miss of exactness)." 196. We must now state how far these results of Boyle have been verified by modem experimenters, and in what direction they are found to deviate from the truth. But before we do so we must introduce a definition. The unit usually adopted for the measurement of pressure is called an Atmosphere, roughly 147 lbs. weight per square inch. Its definition is, in this country, the weight of a column of mercury at 0° C, of a square inch in section, and 29 '905 inches high ; the weighing to be reduced to the value of gravity at the sea-level in the latitude of London. The value of an atmosphere, in C.G-.S. units, is about 1,014,000 djmes per square centimetre. 197. It is to Eegnault that we owe the first really adequate treatment of the subject, but the range of pressures he employed was not very extensive. Eegnault showed that air and nitrogen are, f or.'at least the first twenty atmospheres, more compressed than if Boyle's Law were true, but that hydrogen is less compressed. Then batterer made an extensive series of experi- ments at very high pressures (sometimes nearly 3000 atmospheres), whose result showed that air and nitrogen, as well as hydrogen, are less compressible than Boyle's Law requires, and deviate the more from it the higher the pressure. 168 PROPERTIES OP MATTER. 198. Andrews/ in his classical researches which established the existence of the critical point, first gave the means of explaining this very singular fact. We will recur to it when we are dealing with vapours, but we give a few of Andrews' data here. The way in which the compressibility varies with pressure is obvious from the curves in the diagram (§ 205), when interpreted as in § 88. But from Andrews' tables of corresponding volumes of air at 13°"1, and carbonic acid at 35°'5, both subjected to the same pressure, we extract the numbers in the two first columns : — Carbonic Acid (Gas) at 35°'5 0. pv for Carb. Acid. 356 246 239 239 242 250 Andrews points out that the deviation of air from Boyle's Law is, even at the highest of these pressures, inconsiderable. Taking the reciprocals of tKe volumes of air, therefore, as measuring pressures with sufficient accuracy, we form the third column of the table. This shows that in carbonic acid, a few degrees above its critical point, the deviation from Boyle's Law is like that in air and nitrogen for the first 90 atmospheres, and, after that, resembles that in hydrogen. Unfor- tunately the bursting of the tubes prevented Andrews from carrying the pressure beyond 108 atmospheres. 1 Phil. Trans., 1869. cip. of Vol. Reoip. of Vol. of of Air. Carbonic Acid. 81-28 228-0 86-60 351-9 89-52 373-7 92-64 387-9 99-57 411-0 107-6 430-2 COMPKESSIBILITY OF GASES AND VAPOURS. 169 199; The remarkable researches of Amagat already alluded to (§ 189) were carried out in a gallery of a deep coal-pit, where the temperature remained steady for long periods. The shorter branch of his apparatus terminated in a very strong glass tube of small bore carefully cali- brated. The longer branch was made of steel, and ex- tended to a height of 330 mfetres (about 1000 feet) up the shaft of the pit. A small but powerful pump was employed to force mercury into the lower part of the apparatus until it began to run out at one of a set of stopcocks which were inserted at measured intervals along the tall tube. Then a measurement of the volume of the compressed gas was made, the stopcock closed, and that next above it opened in turn for a measurement at a higher pressure. 200. The following short table gives an idea of Amagat's results ' for air at ordinary temperatures : — Pressure in Atmospheres. i)ii. 1-00 1-0000 si-ev -9880 45-92 •9832 59-53 -9815 73-03 -9804 84-21 -9806 94-94 ■9814 110-82 -9830 133-51 -9905 176-lV 1-0113 233-68 1-0454 282-29 1-0837 329-18 1-1197 400-05 1-1897 ^ Ann. de CMmie, 1880 ; supplemented from Compies Bendus, 1884. iro PROPERTIES OF MATTER. [As Amagat's pressure data were obtained direct from a. column of mercury, they supply by far the most accu- rate means of finding the unit for pressure gauges. Hence it may be well to note that, at ordinary temperatures, for a pressure of 152-3 atmospheres, or one ton-weight per square inch, dry air almost exactly follows Boyle's Law, i.e. it is reduced to 1/152'3 of its volume at one atmosphere. Hence, practically, when dry air is com- pressed to anything from 1/150 to 1/160 of its bulk under .one atmosphere, Boyle's law may be used to calculate the pressure.] It is very difficult to assign with exactness the posi- tion of the minimum value of pv, as inevitable errors of observation rise to considerable importance when a quantity varies very slowly ; but it may be put down as corresponding to about 77 '6 atmospheres. 201. Amagat's direct measures with the mercury column were made on the volume of nitrogen. But when these were carefully made, once for all, the nitrogen manometer was used in connection with a similar instrument filled with some other gas. Thus the relation of ^ to ^ was determined with accuracy for hydrogen, oxygen, air (as above), carbonic oxide, car- bonic acid, ethylene, etc. In a later paper ^ Amagat has extended these results through a considerable range of temperatures. For the numerical data we must refer to the paper itself ; but we reproduce three of the most important of his graphic representations of the results. The diagram opposite consists of two parts. The upper part shows the relation of pv to p, through a range of about 80° C, for nitrogen, whose behaviour is ' Annahs de Ohimie, xxii. 1881. Fio. 18. 172 PROPERTIES OF MATTER. typical of that of a large number of gases. The mininmin value of pv is distinctly shown at every temperature. The lower diagram exhibits the excep- tional case of hydrogen, where all the curves are, practically, straight lines. The pressure unit is a mfetre of mercury, i.e. 100/76 atmospheres. The diagram on the next page shows the correspond- ing relations for carbonic acid, at temperatures above its critical point ; as well as for liquid carbonic acid at 18° '2 0. In this last case the curve is given only for pres- sures from 80 to 260 metres of mercury. This diagram gives very valuable information. Especially it shows the marked influence of change of temperature on the pressure corresponding to the minimum value of pv. Ethylene gives a diagram somewhat resembling this, but the changes in the value of pv are so disproportionately greater that its behaviour could not be satisfactorily exhibited on a scale so restricted as a page of this book. The reader should be reminded that, had the law of Boyle been accurate, all of these curves would have been simply horizontal straight lines. 202. There is, unfortunately, a considerable variety of statement as to the relation between pressure and volume in air and other gases, when they are consider- ably rarefied. This is not to be wondered at, for the experimental difficulties are extremely great. The experiments of Mendeleeif gave a gradual descent of value oipv, in air, from 1-0000 at 0-85 atm. to 0"9655 at 0'019 atm. These would tend to show that, at pressures lower than Fia. 19. 174 PEOPERTIES OF MATTEE. an atmosphere, air behaves as hydrogen does for pres- sures above an atmosphere. The experiments of Amagat do not show this result. They rather seem to indicate th&tpv remains practically constant for air, from one atmosphere down to at least ■g-g-jfth of an atmosphere. 203. But the real difficulty in all such experiments arises from the shortness of the colimin of mercury by which the pressure must be measured. It is not easy to see how this diflSculty can be obviated without intro- ducing a chance of graver errors of another kind, due for instance to vapour-pressure or to capillary forces. We shall find, later, that a fair presumption from Andrews' investigations would be that, in air and the majority of gases, pv should increase (of course very slightly) with diminution of pressure from one atmos- phere downwards ; while (possibly) hydrogen may give values of pv diminishing to a minimum, and then in- creasing as the pressure is still farther reduced. 204. Passing next to the compressibility of vapours, it would appear natural that we should specially consider aqueous vapour, which is constantly present in the atmosphere as superhmted, sometimes even as saimated, steam. And we have for it the splendid collection of experimental results obtained by Eegnault. But the critical point of water vapour is considerably higher than the range of temperature in Eegnault's work ; so that we will deal chiefly with carbonic acid, for which we have Andrews' data both above and below its critical point, and which may be taken as affording a fair example of the chief features of the subject. 205. Without further preface we give Andrews' dia- Pio. 20. 176 PEOPERTIES OF MATTER. gram, which will be easily intelligible after what haa been said in § 88. It shows, in fact, how the figure in that section, which is drawn from Boyle's Law, is modified in the case of a true gas, and of a true vapour, each within a few degrees of the critical temperature. , [To save space, a portion of the lower part of the diagram (containing the axis of -volumes) is cut away, so that pressures, as shown, begin from about 47 atmos- pheres. The dotted air-curves are rectangular hyper- bolas, as in § 88, but the (unexhibited) axis of volumes is their horizontal asymptote.] .■ ,-, The critical temperature of carbonic acid is about 30°'9 C, so that the isothermals indicated by full lines in the figure, and marked 13°'l and 21° '5 respectively, belong to vapour or liquid, the others to gas. Let us study, with Andrews' data, the values of the product jj» for the isothermal of 13°'l 0. The following table is formed precisely on the same principle as that of § 198 for the isothermal of 35°-5 C. Caebonio Acid (Vapour and Liquid) at 13°-1 C. pv for Carb. Acid. 623 606 600 462 345 108 106 113 151 196 Eecip. of Vol. Reoip. of Vol. of of Air. Carbonic Acid. 47-5 76-16 48-76 80-43 48-89 80-90 49-0 105-9 49-08 142-0 50-16 462-9 50-38 471-5 54-56 480-4 75-61 500-7 90-43 510-7 COMPKESSIBILITY OF GASES AND VAPOURS. 177 206. Near to 49 atmospheres liquefaction commences, the vapour being condensed to -rrst of its volunie at one atmosphere, and we see that an exceedingly small increase of pressure produces a marked change of volume. Had it been possible to free the carbonic acid perfectly from air, no additional pressure would have been required till the whole was liquid, at about zhs^ of its original volume. The numbers p) diminish, as in the case of air (but much more rapidly), tiU the liquefaction begins : then they ought to diminish exactly as the volume diminishes (the pressure being constant) till complete liquefaction : after which, of course, they begin to rise rapidly, as it is now a liquid which is being compressed. We need not give the experimental numbers for the isothermal of 21° -5 0. ; but the cut shows that the stages of the operation were much the same, only that the pres- sure had to be raised over 60 atmospheres before liquefac- tion began, and liquefaction was complete before the volume had been reduced so far as at the lower temper- ature. Thus the range of volume in which the tube was visibly occupied partly by liquid, partly by saturated vapour, and therefore (but for the trace of air) at con- stant pressure, was shortened at each end. The dotted line in the lower part of the figure, introduced by Clerk- Maxwell, bounds the region in which we can have the liquid in equilibrium with its vapour. This region terminates at the critical isothermal, for above that there can be neither vapour nor liquid. But the properties of the gas, above the critical point, maintain a certain analogy to those of the vapour and liquid below it. For moderate pressures the gas has properties analogous to the superheated vapour, ie. pv 178 PROPERTIES OF MATTER. diminishes with increase of pressure. For higher pres- sures its properties are analogous rather to those of the liquid, and pv increases with increase of pressure. Thus there is in each isothermal of the gas a particular pres- sure, for which pv is a minimum. This feature of the isothermal becomes less marked as the temperature is raised. [This, however, has been already exhibited more fully on Amagat's diagram, p. 173.] We might introduce a continuation, beyond the critical point, of the left-hand portion of the dotted curve, which should pass through the points on each isothermal at which pi) is a minimum. This line would divide the wholly gaseous region into two parts; that to its right, in which the gas has properties somewhat resembling those of super- heated vapour ; to the left, that in which its properties resemble rather those of a liquid. The apparently anomalous behaviour of hydrogen is now to be explained by the fact that, at ordinary tem- peratures and pressures, it is in that region of its gaseous state which has more analogy with the liquid than with the vaporous state. Thus it is probable that if hydrogen be examined at sufficiently low pressure, and temperature not far above its critical point, it also will show a mini- mum value oipv. 207. The reduction of various gaseous bodies to the liquid form was one of the earliest pieces of original work done by Faraday. Some of them he liquefied by cooling alone, many others by pressure alone; and he pointed out that, in all probability, every gas could be liquefied by the combined influences of cooling and pres- sure, provided these could be carried far enough. Thilorier prepared large quantities of liquid carbonic COMPRESSIBILITY OF GASES AND VAPOURS. 179 acid; and took advantage of the cooling produced by its rapid evaporation, at ordinary pressures, to reduce it to the solid state. Cagniard de la Tour succeeded in completely evapor- ating various liquids (including ether, and even water) in closed tubes, which they half-filled whUe in the liquid state. It was Andrews' work, however, which first cleared up the subject, and, as an early consequence of it, those gases which had resisted all attempts to liquefy them were, at the end of 1877, liquefied : — some, such as hydrogen, solidified. These important results were obtained by Pictet in Geneva ; and some . of them, simultaneously and independently, by Cailletet in Paris. Van der Waals, Clausius, and others, working from thermodynamical principles and from the kinetic theory of gases, have given formulse which accord somewhat closely with the observed phenomena. But the treat- ment of such matters is not for a work like this. Nor have we anything here to do with the employment of these liquefied gases for the production of exceedingly low temperatures ; though, from the experimental point of view, this application promises to be (for the present at least) their most valuable property. CHAPTER X. COMPRESSION OF LIQUIDS. 208. A GLIMPSE at the negative results of the early attempts to compress water was given in § 98. The problem is a difficult one, because (at least in the best methods hitherto employed) the quantity really mea- sured is the differeince of compressibility of the liquid and the containing vessel. Hence it involves the com- pressibility of solids also : — ^and this, as we shall find (§ 231) is a very difficult problem indeed. The first to succeed in proving the compressibility of water was Canton,^ the value of whose work seems not to have been fully appreciated. His second paper, in fact, has dropped entirely out of notice. Noting the height at which mercury stood in the narrow tube of an apparatus like a large thermometer, immersed in water at 50° F., the end of the tube being drawn out to a fine point and open, he" heated the bulb tiU the mercury fiUed the whole, and then, hermetically sealed the tip of the tube. When the mercury was cooled down to 50° it was found to have risen in the capillary tube. This was due partly to expansion of mercury, released from the pressure of the atmosphere, 1 Phil. Trams., 1762. COMPRESSION OF LIQUIDS. 181 partly to the compression of the bulb, due to one atmos- phere of external pressure. Then he filled the same apparatus with water, performed exactly the same operations, and obtained a notably larger result. This, of course, proves that water (if not also mercury) expands when the pressure of the atmosphere is removed from it. To get rid of the effect of unbalanced external pres- sure, and thus (as he thought) to measure the full amount of expansion, he placed his apparatus (with its end open) in the receiver of an air-pump. He could also place it in a glass vessel, in which the air was com- pressed to two atmospheres. He observed that, on the relief of pressure, the water rose in the stem, while on increase of pressure it fell. He gives the proportional change of volume per atmosphere, at 50° F. (10° C), as 1/21740 or 0-000046. He applied no correction for the compressibility of glass, giving the completely fallacious reason that he had obtained exactly the same results from a thick bulb and from a thin one. [This, however, proves the accuracy of his experiments.] His result, considering its date, is wonderfully near the truth. 209. In a second paper, ^ published a couple of years later, he made some specially notable additions to our knowledge. For he says, referring to his first paper : " By similar experiments made since, it appears that water has the remarkable property of being more com- pressible in. winter than in summer, which is contrary to what I have observed both in spirits of wine and in oil of olives ; these fluids are (as One would expect water to be) more compressible when expanded by heat, and less so when contracted by cold." 1 PMl. Tram., 1764, vol. liv. 261. 182 PROPERTIES OF MATTER. By repeated observations, at "opposite" seasons of the year, he found that the effect of the " mean -weight of the atmosphere" was, in millionths of the whole volume — At 34° F. At 64° F. Water ... 49 44 Spirit of Wine . .60' 71 He also gives a table of compressibilities in miUionths of the volume, per atmosphere of 2 9 "5 inches,' and of specific gravities ; for difierent liquids, at 50° F. ; as follows : — Compressibility. Spec. Gravity. Spirit of Wine . 66 846 on of Olives 48 918 Rain Water . 46 1000 Sea Water . . 40 1028 Mercury ' 3 13595 and he observes that the compressions are not " in the inverse ratio of the densities, as might be supposed." He calculates from the result for sea water that two miles of such water are reduced in depth by 69 feet 2 inches J the actual compression at that depth being 13 in 1000. This, of course, assumes that the compress- ibility is the same at all pressures, which, as we shall see immediately, is by no means the case. 210. Perkins, in 1820, made a set of experiments on the apparent compressibility of water in glass, of a some- what rude kind; but in 1826^ he gave some valuable determinations, unfortunately defective because of the inadequate measure of the pressure unit. Thus he did not give accurate values of the compression, but he intro- ^ " On the Progressive Compression of Water by high Degrees of Force." — Phil. Trans. COMPRESSION OF LIQUIDS. 183 duced us to a higher problem : — how the compressibility depends upon the amount of pressure. Perkins' results are all for 50° F. (10° C), and are given in figures, as well as in a carefully-executed diagram plotted by the graphic method. His measurement of pressures depended upon an accurate knowledge of the section of a plunger : — an exceedingly precarious method : — and he estimated an atmosphere at 14 lbs. weight only per square inch. It is not easy to make out his real unit, especially as we know nothing about the glass he used, but it seems to have been about 1-5 times too great; i.e. when he speaks of the effect of 1000 atmospheres he was probably applying somewhere about 1500. Hence it is not easy to deduce from his data anything of value as to the amownt of com- pression. But the novel point, which he made out clearly, is that (at 10° C.) the compressibility of water decreases, quickly at first, afterwards more slowly, as the pressure is raised. We obtain from Perkins' diagram the follow- ing roughly approximate results, in which we have made no attempt to rectify his pressure unit :-- Pressure Compression of Water Average Com- True Com- in in Millionths of pressibility per pressibility per Atmospheres. Orig. Vol. Atmosphere. Atmosphere. 150 10,000 66 51 300 17,500 58 48 900 43,400 48 39 and from a further isolated statement we obtain 2,000 83,300 42 211. Orsted's improvement in the experimental method (1822) consisted chiefly in applying pressure, as in Canton's process, in such a way that the effects of pressures up to 40 or 50 atmospheres can be read off at every stage of the pressure. ISi PROPERTIES OF MATTER. The liquid operated on fills the bulb and the greateir part of the stem of the apparatus (called a Piezometer) ; it is bounded by a short column of mercury which separates it from the water-contents of a strong glass cylinder, in which the pressure is produced by forcibly screwing in a piston or plug. The little column of mercury often moves in the water, so that this arrangement is defective. [In the improved form of the instru- ment, the piezometer itself is filled with water and inverted, so that its open end, which is rwt widened (as in the cut), dips into a small capsule containing mercury.] As in Canton's apparatus, the stem of the piezo- meter is carefully calibrated and divided into parts corresponding to equal volumes, and the cubic content of the bulb is determined. Hence the ratio of the content of one division of the tube to the whole content of bulb and stem is found. When pressure is applied, the mercury index is seen to descend; and, as the pressure is increased, the index descends nearly in proportion to the pressure. The pressure is easily measured with sufficient accuracy (from Boyle's law) by the observed change of volume of air contained in a very uniform tube, closed at the top, and immersed in the water of the compression vessel. Orsted verified Canton's result that "the compress- Fia. 21. COMPRESSION OF LIQUIDS. 185 ibility of water diminishes with rise of temperature, and suspected that the rate of diminution becomes less as the temperature is raised ; but he did not obtain Perkins' result. In fact he states that at any one temperature the compression is the same, per atmos- -phere, up to 70 atmospheres. 212. Orstedj.and too many who have followed him, held the opinion that, if the bulb of the piezometer were^ry thin, it would suffer no perceptible change of internal volume by equal interior and exterior pressures. That this (like the somewhat similar notion of Canton) is a fallacy, we see at once from the consideration of the effect of hydrostatic pressure on a solid (§ 176). If we suppose the solid to.be divided into an infinite number of equal cubes, these would be changed into equal but smaller cubes, in consequence of compression. The strained and the unstrained vessel may therefore be com- pared to two vaults of brickwork, similar in every respect as to number and position of bricks, but such that the bricks in the one are all larger in the same ratio than those in the other. From this point of view it is clear that the interior content of the bulb is diminished just as if it had, itself, been a solid sphere of glass. Thus the numbers obtained from the piezometer must all be corrected by adding the percentage compression of glass under the same pressure. 213. Another fallacy much akin to this, and which is still to be found in many books, is that by filling the bulb of the piezometer partly with glass, partly with water, and making a second set of experiments, we shall be able to obtain a second relation between the compress- ibihties of glass and of water ; and that, therefore, we 186 PROPERTIES OF MATTER. shall be able to calculate the value of each by piezometer experiments alone. What we have said above shows that this process comes merely to using a piezometer with a smaller internal capacity ; and therefore gives no new information. If we had a substance which we knew to be incompress- ible, and were partly to fill the cavity of the piezometer with this, we should be able to get the second relation above spoken of. In fact the piezometer gives differences of compress- ibility only ; so that, for absolute determinations with it, we must have one substance whose compressibility is known by some other method. 214. Eegnault's^ apparatus, though managed by a master-hand, was by no means faultless in principle. For pressure was applied alternately to the outside and to the inside of his piezometer, and then simultaneously to both. There are great objections to the employment of external or internal pressure alone, at least in such delicate inquiries as these. For, unless a number of almost unrealisable conditions are satisfied by the appa- • ratus, the theoretical methods (which must be employed in deducing the results) are not strictly applicable. They are all necessarily founded on some such suppositions as that the bulbs are perfectly cylindrical, or spherical, and that the thickness of the walls and the elastic coeflBcients of the material are exactly the same throughout. These requirements can, at best, be only approximately fulfilled ; and their non-fulfilment may (in consequence of the argeness of the effects on the apparatus, compared with that on its contents) entail errors of the same order as ^ M4m. de TAcad. des Sciences, 1847. COMPKESSION OF LIQUIDS. 187 the, whole compression to be measured. Jamin has tried to avoid this difficulty by measuring directly the increase of (external) volume, when a bulb is subjected to internal pressure ; but, even with this addition to the apparatus, we have still to trust too much to the accuracy of the assumptions on which the theoretical calculations are based. Finding that he could not obtain good results with glass vessels, Eegnault used spherical bulbs of brass and of copper. With these he obtained, for the compress- ibility of water, the value '000048, per atmosphere for pressures from one to ten atmospheres. The temper- ature is, unfortunately, not specially stated. 215. Grassi,^ working with Kegnault's apparatus, made a number of determinations of compressibihty of different liquids, all for small ranges of pressure. He verified Canton's specially interesting result, viz. that water, instead of being (like the other substances, ether, alcohol, chloroform, etc., on which he experimented) more compressible at higher temperatures, becomes less compressible. Here are a few of his numbers. Temperature C. Compressibility per Atmosphere. 0°0 0-0000502 1°5 515 4°-0 499 10°-8 480 18°-0 462 26°-0 455 34°-5 453 53°-0 441 ^ Ann. de Chimie, xxxi., 1851. 188 • PEOPERTIES OF MATTER. These numbers, when exhibited graphically, show , irregularities too great to be represented by any simple formula. Grassi assigns, for searwater at 17°"5 C, 0'94 of the compressibility of pure water, and gives 0'00000295 per atmosphere as the compressibility of mercury. But he asserts that alcohol, chloroform, and ether have their average compressibility, from one to eight or nine atmos- pheres, at ordinary temperatures, considerably greater than the compressibility for one atmosphere. As this result was shown by Amagat to be erroneous, little con- fidence can be placed in any of Grassi's determinations. Amagat ^ gave, among others, the following numbers for ether: — Temperature C. Pressure in Average Compression '^ Atmospheres. per Atmosphere. 13°-7 11 0-000168 13°-7 33 0-000152 100° 11 0-000560 100° 33 0-000474 Thus the diminution of compressibility with increase of pressure is much more marked at the higher temperature. 216. A very complete series of determinations of the compressibility of water (for a few atmospheres of pressure only), through the whole range of temperature from 0° C. to 100° C, has recently been made by Pagliani and Vincentini.^ Unfortunately, in their experiments pres- sure was applied to the inside only of the piezometer, so that their indicated results have to be diminished by from 40 to 50 per cent. The effects of heat on the elasticity of glass are, however, carefully determined, a matter of 1 Ann. de Chimie, 1877. 2 Sulla Compressibilitd, dei Liquidi, Torino, 1884. COMPRESSION OF LIQUIDS. 189 absolute necessity when so large a range of temperature is involved. But in these experiments one datum (the compressibility of water at 0° 0.) has been assumed from Grassi. The results show that the maximum of com- pressibility, indicated by Grassi as lying between 0° C. and 4° C, does not exist. The following are a few of the numbers, which show a temperature effect much larger than "that obtained by Grassi : — CompressibUity of Water. 0-0000503 496 450 403 389 389 398 409 Thus, about 63° 0. water appears to have its minimum compressibility. The existence of a minimum does seem to be proved, but the remarks above show that its position on the temperature scale is somewhat uncertain. 217. Cailletet^ worked at much higher pressures, and gave the following values (in which we assume, from Eegnault, 0-00000184 for the compression of glass per atmosphere ; Cailletet making no correction, as he says there exist no data for the purpose) : — AtmosDheres ■*-™'^»ge Compresaion Atmospneres. ^^^ Atmosphere. Water at 8° C. . . . 705 0-0000469 Sulphuric etter at 10° 0. . 630 0-0001458 Bisulphide of carton at 8° 0. 607 0-0000998 Sulphurous acid at 14° C. . 606 0-0003032 ' Comptes Bendus, 1872. Temperature C 0° -0 2* -4 15° -9 49° -3 61° •0 66° •2 77° -4 99° -2 190 PROPERTIES OF MATTER. Thus, according to Cailletet, Orsted was right as to the non-diminution of compressibility of water at higher pressures ; and Perkins' results are fallacious. Tait^ (assuming the compressibility of glass as 0-0000025 per atmosphere) gives, for temperatures from 6° C. to 15° C, and pressures from 150 to 500 atmospheres, the following empirical expression for the average com- pressibility of water — ' '"■^^^ = 0-0000489 - 0-00000025* - 0-0000000067^, where v is the volume at t° C. and p atmospheres, v^ at f C. and one atmosphere. This formula agrees through- out very closely with experiment, but the pressure unit is somewhat uncertain. He has also given 0-925 as the relative compressibility of sea-water to pure water within these ranges of tem- perature and pressure. This is, of course, not affected by uncertainty of the pressure unit. 218. From the results of Andrews already given (§ 205) we find the following roughly approximate values of the COMPEESSIBILTTT OF LIQUID CARBONIC AciD AT 13°-1 0. Pressure in True Compressibility Atmospheres. per Atmosphere. 50 0-0059 60 0-00174 10 0-00096 80 0-00066 90 0-00044 ' Proc. R.S.E., 1883-84. COMPKESSION OF LIQUIDS. 191 showing very great, but very rapidly decreasing, com- pressibility. As already explained, Andrews has pointed out that part of this, especially for the lower pressures in the table, is due to the trace of air which, in spite of every precaution, was associated with the carbonic acid. CHAPTER XI. COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 219. In the two preceding chapters we had to deal with bodies practically homogeneous (except in the case of vapour in presence of liquid) and perfectly isotropic ; and, besides, devoid of elasticity of form, while possess- ing perfect elasticity of volume. Hence the determinar tion of (apparent) compressibility for any definite sub- stance of these kinds depended for accuracy only on the care 'and skill of the experimenter, and on the adequacy of the apparatus employed. When we deal with solids the circumstances are very different. It is rarely the case that we meet with a solid which is more than Wj^oximately homogeneous. Some natural crystals, such as fluor spar, Iceland spar, etc., are probably very nearly homogeneous; so are metals such as gold, silver, lead, etc., when melted and allowed to cool very slowly. To produce homogeneous glass (especially in large discs, for the object-glasses of achromatic telescopes) is one of the most difficult of practical problems. On the other hand, crystalline bodies are essentially non-isotropio ;- so is every substance, crystalline or not, which shows "cleavage." And further, very small traces of admixture or im- COMPKESSIBILITY AND RIGIDITY OF SOLIDS. 193 purity often produce large effects on the elastic, as well as on the thermal and electric, qualities of a solid. body. Think, for instance, of the differences between various kinds of iron and steel, or of the pwrposely added impuri- ties in the gold and sUver used for coinage. Very slight changes in the manipulation, by which wires or rods are drawn from the same material, may make large differ- ences in their final state — differences by no means entirely to be got rid of by heating and annealing, etc' The whole question of " temper " is still in a purely empirical state. Besides, we must remember that every solid has its limits of elasticity, to which attention must be care- fully paid. Thus we can give only general or average statements as to the amount of compressibility or rigidity of any solid, in spite of the labour which Wertheim and many others have bestowed on the subject. 220. In an elementary work we 'cannot deal, even partially, with the properties of non -isotropic bodies. The necessary mathematical basis of the investigation, though it has been marvellously simplified, is quite beyond any but advanced students. And. the experi- mental study of the problem has been carried out for isolated cases only. Hence we limit ourselves, except in a" few special instances, to homogeneous, isotropic, solids. 221. On the other hand, the compression or distor- tion produced in a solid by any ordinary stress is usually very small. This consideration tends to simplify our work ; for, as a rule, small distortions may be regarded as strictly superposable. Thus we may calculate, inde- pendently, the effects of each of the simple stresses to which a solid is subjected. o 194 PROPERTIES OF MATTER. Our warrant for this must of course be obtained experimentally. It was first given by Hooke. In 1676^ he published the following as one of "a dedmate of the centesme of the Inventions, etc." — " 3. The true Theory of Elasticity or Springiness, a/nd a particular Explication thereof in several Subjects in which it is to be found: And the way of computing the velocity of Bodies moved by them. ceiiinosssttUU." The key to this anagram was given in 1678^^ in the words : — " About two years since I printed this Theory in an Anagram at the end of my Book of the Descriptions of Helioscopes, viz. cdivnosssttim, id est, Ut tensio sic vis ; That is. The Power of any Spring is in the same propor- tion with the tension thereof : That is, if one power stretch or bend it one space, two will bend it two, and three wiU bend it three, and so forward. Now as the Theory is very short, so the way of trying it is very easie." He then shows how to prove the law in various ways : — ^with a spiral spring drawn out ; a watch spring' made to coil or uncoil ; a long wire suspended vertically and stretched ; and a wooden beam fixed (at one end) in a horizontal position, and loaded. The above extracts sufficiently show in what sense Hooke intended the words Temm and Vi& to be under- 1 A Description of Helioscopes, , is the change of angle in each of the little cubes. Hence, if P be the tangential force per unit of area (§ 178) P = nr. The moment, about the axis, of the tangential force on the cube is therefore Ft", r = mrtV- [Note here, for an ulterior purpose, that r^f^ is the moment of inertia (§ 132) of the area of the face of the cube about the axis.] But the number of cubes is lirrjl, so that the whole moment is 'i'nivfit^. This is the couple required to twist a- circular cyhnder of radius r, and very small thickness t, through the angle ^ per unit of length. To find the result for a solid cylinder of radius E, we must put dr for t, and integrate. The result is |»R^0. Hence the twist produced, per unit of length in a cylinder, is directly as the twisting couple; inversely as the rigidity and as the fourth power of the radius. 229. This suggests an obvious and direct experi- mental process for determining the rigidity of homo- COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 201 geneous isotropic substances. There are two diflBculties, of a formidable character, in the way of its application : first, the obtaining a homogeneous isotropic material, and secondly, the making it into a circular. cylinder. It is . clear that very small irregularities of form, or errors in the estimate of the radius, may give rise to large errors in the calculation of the rigidity, since the fowrth power of the radius is directly involved in the calculations. And it is probable that the mode of manufacture of the cylinder (especially if it be drawn) may render its other- wise isotropic material markedly non- isotropic. Hence the following numbers are given as mere approximations. The unit is, again, 10^ grammes' weight per square centimetre (§ 225). Approximate Eigidity (n). Glass 15 to 25 Biass .... 35 Iron (wrought) . 79 Iron (cast) 55 Steel .... 85 Copper .... 45 to 50 These values are for ordinary temperatures. As the temperature is raised, the rigidity is found steadily to diminish. 230. When a spiral spring is drawn out, it is pretty clear to every one that there is unbending, for the curv- ature becomes less as the helix is lengthened. And the following simple experiment shows that this flexure is accompanied by torsion. Coil up a strip of sheet india-rubber, as in the cut, and pull out the inner end. It assumes the form sketched. The portion puUed out straight is twisted merely; the coiled part is merely 202 PKOPERTIES OF MATTER. bent; the intermediate portion is partly bent and partly twisted. Every coil puUed out gives one complete turn of twist. If we make lemks on the strip, as below, then, on pulling out the first, we find two complete turns of twist, but on pulling out the second there is no LFIO. 24. twist, one of the kinks giving a right-handed, the other a left-handed, complete tiim of twist. When the spring is very flat, i.e. has a very small step, the principal effect of a moderate extension is mere torsion; and the investigation is of a character precisely the same as that in the preceding section. The somewhat more complex combination, of torsion and flexure simultaneously, will be adverted to later. 231. Theoretically speaking, we can of course deduce the resistance to compression from the (known) values of the rigidity and of Young's modulus ; and it is in this way that most data on the subject have been obtained. But especially in cases where Young's modulus is not very far from threefold the rigidity (as, for instance, in COMPEESSIBILITY AND KIGIDITY OF SOLIDS. 203 india-rubber), the inevitable errors in the determination of these might lead to enormously greater errors in the calculated value of h The method which was incidentally employed by Eegnault in his measurements of the compressibility of liquids, consisted in applying pressure externally, internally, and externally and internally, to a species of piezometer containing water. The results of § 183 show that (supposing it cylindrical, and unit pressure applied) its internal volume must have been altered, in these three cases respectively, by the following fractions of its whole amount : — 1 k The algebraic sum of the two first is of course equal to the third. But the quantities measured in the two latter cases were both less than those stated above by the fractional change of volume of the water. The relation, therefore, stiU holds, and furnishes a test of the accuracy of the experiments. But it reduces the number of independent equations to two, from which there are three coefficients of elasticity to be determined. Hence Eegnault also had to fall back on the employment of Young's modulus. 232. Probably the best, certainly the most direct, method is that adopted by Buchanan,^ in which the length of a rod is very carefully measured while it is 1 Trans. B.S.E., 1880. 204 PROPERTIES OF MATTER. under hydrostatic pressure, and also while free. The linear contraction so determined is (if the, material be homogeneous and isotropic) one-third of the compression (§ 176). Unfortunately his published measures are con- fined to one particular kind of glass. The special merit of this method is that, provided the rod be of isotropic material, the regularity of its cross section is of no consequence. Thus we can give only a few roughly approximate numbers for this property also. They are given in the same units as the preceding. Approximate Eesistance to Compression (k). Glass 20 to 40 Copper .... 160 Iron (wrought) . . 150 Steel 185 to 200 It is greatly to be desired that more, and more accurate, data should be obtained in this matter. 233. Though, as we have seen, we can give only general and somewhat vague numerical data, there is practical unanimity on the part of experimenters that, witMn the limits of elasticity, Hooke's law is very closely followed. Hence, although it is necessary to measure the elastic coeflScients for each specimen of each sub- stance we employ, once that measurement is effected we can trust to it as giving the special qualities of the material through a range which, in glass, steel, etc., is often very wide. One excellent example is to be found in the substitution of glass or steel for air or nitrogen in the construction of instruments for measuring hydro- static pressure. COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 205 The first to introduce this principle seems to have been Parrot,^ whose MaUromkire was merely an ordinary thermometer, with a bulb thick enough to stand great pressure. Keeping it immersed in water at a constant temperature, and applying great pressures, he found that the diminution of capacity of the bulb was almost exactly proportional to the pressure. Instruments working on the same principle have since been introduced, in ignorance of Parrot's work, by many investigators. Bourdon gauges, aneroid barometers, etc., are merely special instances. Sudden application of pressure produces temperature- changes, but these instruments (in Parrot's form at least) may be made practically insensible to such changes by the simple expedient of nearly filling the bulb (which, for this purpose, should be cylindrical) with a piece of glass tube closed at each end.^ The mercury in the bulb is thus greatly reduced in quantity, and therefore the temperature efiects in the stem are very small, while the instrument is still as ready as ever to indicate changes of volume. The dimensions and thickness of such an instrument, for any special purpose, can be easily calculated from the formulae of § 183 ; and the unit of pressure can be deter- mined for it, by a single comparative experiment, with the aid of Amagat's table of compression of air (§ 200). There is great advantage in using simultaneously two instruments of this kind, in one of which the thickness is ^ "Experiences de forte Compression sur Divers Corps," Mim. de l'Acad6mie Impiriale des Sciences de St. Petersbowrg, 1833. ^ Tait, Rqiort on, (he Pressure Errors of the OJmllenger Ther- mometers, 1881. 206 PROPERTIES OF MATTER. considerably greater (in comparison with the diameter) than in the other. For, so long as their indications agree, loth may be trusted as following Hooke's law very accurately; 234 The limit of pressure measurable by means of these instruments depends upon the resistance of a glass or steel tube to crushing by external pressure. From a series of experiments, made for the purpose, Tait ^ has calculated that ordinary lead glass (in the form of a tube closed at each end) gives way when the distortion of the interior layer amounts to a shear of about 1 i ^\(y , coupled with a compression of about -g^- Hence even a very thick tube of such glass cannot resist more than .about 14 tons' weight per •square inch (2130 atmospheres) of external pressure. No corresponding experiments seem yet to have been made for steel. 235. We now come to the case of bending of a rod or bar. Here we have no such simple problem as in the case of the torsion of a cylinder, and must consequently assume the solution as given by mathematical investiga- tion. This shows us that, so long as the radius of curvature is large in comparison with the thickness of the bar in the plane of bending, the line passing through the centre of inertia of each transverse section, the elastic central line as it is called, is bent merely, and not extended nor shortened. The flexural rigidity of the bar, in any plane through the central line, is directly as the couple in that plane, which is required to produce a given amount of curvature in the central Hne. Its amount may easily be calculated by means of the following considerations. Let the ' Proc. 11.S.K, April 18, 1881. COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 207 figure represent a section of the cylinder, C its centre of inertia, CD a line in it perpendicular to the plane of bending, and let the centre of curvature of the bending lie towards E. Then obviously all lines parallel to the axis of the bar on the E-ward side of CD are compressed, all towards the other side extended ; each in proportion to its distance from CD and to the curvature. If we con- template a transverse slice, of small thickness t, we see that its thickness remains un- changed along CD, is dimin- ished on the E-ward side of that line, and increased on the ■ other. The thickness at the small area A becomes ^"'- ^^■ t (l + — \ where r is the radius of bending. This requires a tension A —m, where m is Young's modulus. The moment of this about CD is — A.AB^™. r Hence the sum of all such, i.e. the moment of the bending couple, is - multiplied by the moment of inertia of the. area of the section about CD. Now through C, in the plane of the section, there are two principal axes of inertia, in directions at right angles to one another. Hence, except in the cases of " Kinetic Symmetry " of the section (as when it is circular, square, equilateral- triangular, etc.), there are two principal flexural rigidities, a maximum and a minimum, in planes (through the 208 PROPERTIES OF MATTER. axis) perpendicular to one another. If the rigidities in these planes be called Rj and Eg, the flexural rigidity in a plane inclined at an angle to that of Ej is — Rjcos^.e + R2sin2.e. [Compare § 228, in which the corresponding case of torsion-rigidity was shown to depend upon the moment of inertia of the area of the section about the elastic central line. This is the third principal axis of the area at its centre of inertia.] 236. It appears from last section that flexure (within moderate limits) is, practically, as regards any very small ■ portion of the substance, the same thing as longitudinal extension or compression, and therefore gives us no simple information as to the elastic coefficients of the substance. But it has very important practical appli- cations, and therefore we devote some sections to the more common cases. The principal moments of inertia of the area of a rectangle, sides 2a and 26, about axes through its centre and in its plane, are da'S/S and iab^/S. Multiplied by m,. they represent the flexural rigidities of a plank in ■ planes parallel to its breadth, and to its thickness re- spectively. These, multipUed by the. bending curvature, give the couple required to produce and to maintain it. 237. The Elastic Cwrve of James Bernoulli, celebrated in the early days of the diflerential calculus, is a particular case of the bending of a wire or plank, in which the flexural rigidity in the plane of bending is the same throughout, and a simple stress (§ 128) alone is applied. The obvious condition is that the curvature at each point is directly proportional to the distance from the i COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 209 line in which the stress acts. For the investigation of 'the equation of the curve from this condition, and for drawings of its various forms, the reader must be referred to works on Ahskact Dynamics /■* but we figure here the special case which corresponds to a stretched uniform wire, of infinite length, with a single kink upon it. This wiU be referred to in Chap. XII. below. The investigation of the bending of planks, variously- supported, and under various loads, is a somewhat generalised form of the question of the elastic curve. The principles involved in its solution are simple, and almost obvious; but the mathematical treatment of it would lead us too much out of our course. So would that of the problem of the eflfect of a couple applied anyhow to one end of a cylindrical or prismatic wire, of any form of section, the other end being fixed. The wire, in such a case, takes generally the form of a circular helix. The extreme particular cases are — (1) when the wire is in the plane of the couple, and there is bending only ; (2) when the wire is perpendicular to the plane of the couple, and there is twist only. 238. The results hitherto given are all approximate ^ See, for instance, Thomson and Tail's Nat. Phil., toL i. part ii. p. 148. P 210 PROPERTIES OF MATTER. only, and depend upon the radius of bending being large compared with the thickness of the wire or bar in the plane of flexure. Those given in § 2 28, for torsion, may be applied, under a similar restriction, to cases in which the section of the wire or bar is not circular. The mathe- matical treatment of the exad solution of such problems is of too high an order of difficulty for the present work ; but some of its results, alike interesting and important, may be easily understood. A few of them wiU now be given, but the reader must be referred to the works already cited (§ 227) for a more complete account. 239. Thus, in the flexure of a uniform bar into a circular arc, we saw (§ 235) that each fibre is extended or compressed to an amount depending on its distance from the plane passing through the centres of inertia of its transverse sections (wMle it is straight), and per- pendicular to the plane of bending. But this involves (§ 177) uniform compression or extension of the trans- verse section of the fibre to an amount proportional to the extension or shortening of its length. Hence, if the section of the unbent bar be divided into equal indefinitely small squares, each of these wiU remain a square after 'bending. From this we can obtain an approximate idea of the change of shape of the transverse section. Consider the annexed figure, which represents a series of concentric circles, whose radii increase in a slow geometrical ratio, intersected by radii making with one another equal angles such that the arcs into which any one circle is divided are equal to the difi^erence between its radius and that of the succeeding circle. When the circles and radii are infinitely numerous, all the little intercepted areas are squares. The sides of the squares COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 211 along CD are obviously greater than those of the squares along AB by quantities proportional to AO. Those of the squares along EF are less than those of the squares along AB by quantities proportional to AE. The figure CDFE must therefore represent the distorted form of the cross section of a beam, originally rectangular, and bent in a plane through OGr (and perpendicular to the plane of the figure). The side of the beam which is concave in the plane of flexure is convex in a direction per- pendicular to the plane of flexure ; that which is convex in the former plane is concave in the latter. The cause is, of course, the 'transverse swelling of the fibres on the side to- wards G, the centre of bending, and the diminution of section of those on the other side of the bar. It is sufficiently accurate to assume that AB, which is unchanged in length, was originally mid- way between the faces of the bar. If OG- be the radius of flexure, the ratio of the extension of one of the fibres which pass through a point of EF to its original length is AE/OG. Its lateral con- traction in all directions must therefore be (§ 180) 3A-2m AE/OG. 2 (3fc+») But it is also obviously AE/OH. Hence 2(3ft + n)OG = (Sk - 2m)0H. 212 PROPERTIES OF MATTER. Thus the point H is determined, and the approximate solution is complete. A, square bar of vulcanised indiar rubber shows these results very clearly. 240. In the case of torsion of a cylinder whose section is not circular, plane transverse sections do not remain plane. The following figure gives de St. Venant's result for an elliptic cylinder. It represents the FlQ. 28. contour lines of the distorted section made by planes perpendicular to the axis. They are equilateral hyper- bolas (as in § 88), the common asymptotes being the axes of the section. The torsion is applied in the positive direction to the end of the cylinder above the paper; and the full lines represent distortion upwards; the dotted,- downwards. 241. Coulomb, who first attacked the torsion problem, was led (by an indirect and unsatisfactory process) to the result above, viz. that the torsional rigidity is pro- portional to the moment of inertia of the area of the transverse section about the elastic central line. This is true only in circular cylinders or wires. It gives too large a value for all other forms of section. From de St. Venant's paper we extract the following data. The first numbers express the ratio of the true torsional COMPEESSIBILITY AND EIGIDITY OF SOLIDS. 213 rigidity to the estimate by Coulomb's rule. The second numbers show the ratio of the torsional rigidity to that of a cylinder, of the same sectional area, but circular. Equilateral Triangle. Square. 0-600 0-843 0-725 0-883 The torsional rigidity of an elliptic cylinder, a and h being the semi-axes of the transverse section, is ""^T6^- When J = fl! we have, !of course (as in § 228), 2 242. From these and like results we are led to see that projecting flanges, which add greatly to the flexural rigidity of a rail or girder, are practically of no use as regards resistance to torsion. Another of de St. Venant's important results is that the places of greatest distortion in twisted prisms are the parts of the boundary nearest to the axis. Near a re-entrant angle in the boundary of the section there are usually infinite stress and infinite strain, whether the stress .be such as to produce torsion or bending. Hence the reason for the practical rule of always rounding oif such angles, when they cannot be entirely dispensed with. 243. Still keeping to statical experiments, we have to consider briefly the limits of elasticity. When a solid is strained beyond a certain amount, which depends not merely on its material but upon its state and the mode of its preparation, one of two things 214 PROPERTIES OF MATTER. occurs. Either it breaks, and is said to be brittle, or it becomes permanently distorted, and is said to he plastic. Dififerent kinds of steel, or the same steel differently tempered, give excellent instances. Some have qualities superior to those of the best iron, others are more brittle than glass. 244. When a body has been permanently distorted, as, for instance, a copper wire which has received a few hundred twists per foot, it has new limits of elasticity (within which Hooke's law again holds, though with altered coefficients) j but the elasticity, at all events for distortions of the same kind, is usually of a very curious character, inasmuch as the strain produced by a stress will, in general, no longer be exactly reversed by reversal of the stress. In fact the body has been rendered non- isotropic; and, so far as this problem has yet been treated (though that does not amount to much), it is of the order of questions which we cannot enter on in this volume. The limits of elasticity vary so much, even in different specimens of the same material, that no numbers need here be given. Every one who has occasion to take account of these limits must determine them for himself on the materials he is about to employ. 245. A curious fact, showing that elasticity may remain dorrmmf, as it were, is exhibited by sheet indiarrubber. When it has been wound in strips, under great tension, on a stout copper wire, and has been left in that condi- tion for years, it appears to harden in its state of strain, and can be peeled off like a piece of unstretched gutta- percha. But, if it be placed in hot water, it almost instantly springs back to its original dimensions. The COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 215 experiment may be made, but with less perfect results, in a few minutes, by merely putting the strained india- rubber into a mixture of snow and salt. 246. Excellent instances, illustrative of the possibility of arrangements giving peculiar kinds of non-isotropy, are furnished by many manufactured articles, such as woollen or linen cloth, wire-gauze, etc., in which Young's modulus is large for strips cut parallel to the warp or woof, but small for strips cut diagonally. Still more curious is wire-gauze in which the meshes are rhombic. Another suggestive instance is a strip formed of wire Via. 30. knotted as in Fig. 29, in which the flexure and torsion rigidities for any bending or twist, and its reverse, are markedly different. Similarly a coat -of -mail made of rings, each three joined as in the first figure (30 above), is perfectly flexible ; as in the second figure, nearly rigid. 247. Kinetic processes for determining coeflScients of elasticity are often based upon the pitch of the note given out by a vibrating body. We do not give any of these, as they belong properly to the subject of Sound. 216 PROPERTIES OF MATTER. All require an exact determination of pitch, and (except in the very simplest case, that, of stretched wires, as those of a piano) require, for their comparison with the other experimental data, higher mathematics than we can introduce here. 248. There is, however, one kinetic process of a very simple character (we have already adverted to it while describing the Cavendish experiment, § 153) by which the rigidity of a body is determined from torsional vibrations. The wire to be experimented on is firmly fixed at its upper end, and supports a mass whose weight is suffi- cient to render it straight, but not so great as to produce any sensible efiect on its rigidity. The moment of inertia of this mass may be caused to have any desired value by making the whole into a transverse slice of a hollow circular cylinder of sufficient radius, which can be very accurately turned and centred on a lathe. The wire must be attached to a light cross bar, so as to lie in the axis of the cylindrical vibrator. If N represent the torsional rigidity of the wire, I its length, and (j> the angle through which the vibrator has been turned, the elastic couple is The rate at which work is done against the elastic forces is , But this must be equal to the rate at which the appended mass loses energy of rotation, i.e. (§ 135) -10^ COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 217 if I be its moment of inertia. Hence This shows that the oscillations are of the simple harmonic character, and that the period is or, if the wire be of circular section (§ 228), / SttIZ V »R*" In this expression all the factors are known, with the exception of n, which can therefore be determined. The chief difficulties in the application of this process are the iinding exactly the radius of the wire, and the ensuring that its substance is really isotropic. 249. The solution just given is accurate only if all the circumstances have been taken into account. But a very few' trials, with wires of different metals, show that the range of vibration diminishes at every oscillation, and with some metals much more rapidly than with others. This cannot, therefore, be wholly due to the resistance of the air. Part of it, at least, is undoubtedly due to the dissipation of energy, by thermal effects of change of form, which occur even when the elasticity is perfect. This, however, is beyond our province. But a large part, with metals like zinc much the greater part, is due to internal viscosity. 250. So long as we deal with steel, iron, silver, -etc., and keep to torsions weU within the limits of elasticity, the arc of oscillation is found to diminish in simple 218 PROPERTIES OF MATTER. geometrical progression. This points to a resistance to the motion, partly due to air acting on the suspended mass, partly to thermal effects and to viscosity in the wire itself, but, on the whole, proportional to the rate of motion, i.e. the rate of distortion. Thus the equation of § 248 takes the form .^ + A0 + ji ^ = 0. The solution of the problem in this case is, therefore, of the nature of that 'given in § 74 above ; and we see that, if the diminution of the arc of oscillation (per vibration) is large, the periodic time will be perceptibly increased. Thus the direct determination of n, by the mode of calculation given in § 248, would necessarily lead to underestimation of its value. The logarithmic decrement of the arc of vibration gives us K, the time of vibration gives us m, and then we have whence N, and therefrom n, can be found. 251. All this part of our subject is still very imperfectly worked . out We have already seen (§ 50) that even brittle bodies may be completely changed in form by small but persistent forces. And there is no doubt that all elastic recovery in solids is. gradual, so that, for instance, in the torsion vibrations which we have just considered, even when there is no sensible viscous resistance, the middle point of the range does not coin- cide with the original untwisted position of the wire. It is always shifted towards the side to which torsion was applied, and to a greater extent the longer the wire COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 219 has been kept twisted before being allowed to vibrate. With every vibration, however, it creeps slowly back towards the original undisturbed position, but usually comes to rest before reaching it. But, even after the oscillations have ceased, the wire still continues to untwist, more and more slowly, sometimes not even approximately reaching its' undisturbed position till hours or even days have passed. When viscous resistance is considerable these results are usually still more marked; and Sir W. Thomson^ has discovered the very curious additional fact that this molecular friction becomes greatly increased by keeping the wire oscillating for days together. He has pushed this process so far with one of two similar wires that, whereas, in that which had been made to vibrate only a few times, the arc of oscillation became reduced to half in 100 vibrations, the (equal) arc of that whose elasticity had been " fatigued " fell to half after 44 or 45 vibrations only. 252. These phenomena are seen in a more striking form when we dispense with oscillation. Thus, for example, suppose the wire to be kept twisted through 90° to the right for six hours, then for half an hour 90° to the left, and be then so gradually let go that there is no oscillation. When it is left to itself it turns slowly towards the right, gradually undoing part of the effect of the more recent twist, then stops, and twists still more slowly to the left, thus undoing part of the quasi- pernianent effect of the earliertwist. Thus the behaviour of such a wire, strictly speaking, is an excessively com- plex one, depending, as it were, upon its whole previous ^ Proc. B.S., 1865. 220 PROPERTIES OF MATTER history ; though, of course, the trace left by each stage of its treatment is less marked as the date of that stage is more remote. This subject has of late attracted great attention in Germany, and, under the name Elastische Nachmrhimg, has been the object of numerous researches by Wiedemann, Kohlrausch, Boltzmann, etc. 253. Clerk-Maxwell ^ has given a sketch of a theory of this peculiar action, from which we quote the following : — "We know that the molecules of all bodies are in motion. In gases and liquids the motion is such that there is nothing to prevent any molecule from passing from any part of the mass to any other part; but in solids we must suppose that some, at least, of the mole- cules merely oscillate about a certain mean position, so that, if we consider a certain group of molecules, its configuration is never very different from a certain stable configuration, about which it oscillates. " This will be the case even when the solid is in a state of strain, provided the amplitude of the oscillations does not exceed a certain limit, but if it exceeds" this limit the group does not tend to return to its former configuration, but begins to oscillate about a new con- figuration of stability, the strain in which is either zero, or at least less than in the original configuration. " The condition of this breaking up of a configuration must depend partly on the amplitude of the oscillations, and partly on the amount of strain in the original configuration ; and we may suppose that different groups of molecules, even in a homogeneous solid, are not in similar circumstances in this respect. 1 "Constitution of Bodiea," ^Ency. Brit., ninth edition. COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 221 " Thus we may suppose that in a certain number of groups the ordinary agitation of the molecules is liable to accumulate so much that every now and then the configuration of one of the groups breaks up, and this whether it is in a state of strain or not. We may in this case assume that in every second a certain proportion of these groups break up, and assume configurations corresponding to a strain uniform in all directions. "If all the groups were of this kind, the medium would be a viscous fluid. " But we may suppose that there are other groups, the configuration of which is so stable that they will not break up under the ordinary agitation of the molecules unless the average strain exceeds a certain limit, and this limit may be different for different systems of these groups. "Now if such groups of greater stability are dissemi- nated through the substance in such abundance as to build up a solid framework, the substance will be a solid, which will not be permanently deformed except by a stress greater than a certain given stress. "But if the solid also contains groups of smaller stability and also groups of the first kind which break up of themselves, then when a strain is applied the resistance to it will gradually diminish as the groups of the first kind break up, and this will go on till the stress is reduced to that due to the more permanent groups. If the body is now left to itself, it will not at once return to its original form, but will only do so when the groups of the first kind have broken up so often as to get back to their original state of strain. " This view of the constitution of a sohd, as consisting 222 PROPERTIES OF MATTER. of groups of molecules some of which are in different circumstances from others, also helps to explain the state of the soHd after a permanent deformation has been given to it. In this case some of the less stable groups have broken up and assumed new configurations, but it is quite possible that others, more stable, may still retain their original configurations, so that the form of the body is determined by the equilibrium' between these two sets of groups ; but if, on account of rise of temperature, increase of moisture, violent vibration, or any other cause, the breaking up of the less stable groups is facilitated, the more stable groups may again assert their sway, and tend to restore the body to the shape it had before its deformation." 254. There remains one specially complex kinetical case of elastic reaction, i.e. the eflfects of Collision. According to Newton, the "rules of the congress and reflection of hard bodies" were discovered about the same time by Wren, Wallis, and Huygens. Wallis had the priority, then followed Wren. But Wren " confirmed the truth of the thing " by pendulum experiments (see Appendix IV). By "hard bodies" are meant such as rebound from one another with the same relative velocity as they had before collision. Newton goes onto describe his own mode of experimenting on the subject, how he allowed for the resistance of the air, etc., and proceeds as follows : — " By the theory of Wren and . Huygens, bodies abso- lutely hard return one from another with the same velocity with which they meet. But this may be aflSrmed with more certainty of bodies perfectly elastic. In bodies imperfectly elastic the velocity of the return COMPRESSIBILITY AND RIGIDITY OF SOLIDS. 223 is to be diminished together with the elastic force; because that force (except when the parts of bodies are bruised by their congress, or suflfer some such extension as happens under the strokes of a hammer) is (as far as I can perceive) certain and determined, and makes the bodies to return one from the other with a relative velocity, which is in a given ratio to that relative velocity with which they met. This I tried in balls of wool, made up tightly and strongly compressed . . . the balls, always receding one from the other with a relative velocity, which was to the relative velocity with which they met as about 5 to 9. Balls of steel returned with almost the same velocity : those of cork with a velocity something less ; but in balls of glass the proportion was about 15 to 16." 255. So far as spherical bodies are concerned, there is yet but little to add to Newton's results, for the problem of the deformation and elastic rebound of two impinging spheres has not yet been worked out. These results, however, were fuUy confirmed by the careful and instructive experiments of Hodgkinson.^ But recent inquiries have shown that Newton's use of the term "perfectly elastic" is not correct, for two bodies may be perfectly elastic, and yet not rebound from one another with the relative velocity of their approach. This happens, in an easily intelligible manner, when a bell or other body capable of vibrations is struck by a hammer. In modem phraseology the ratio of the" i'elative velocity of recoil to that of collision is called the Coeffi- cient of Bestitution. It is not directly a coefficient of. ' Brit. Ass. Report, 1834. 224 PROPERTIES OF MATTER. elasticity, for it depends to some extent upon the sizes and shapes of the impinging bodies, as well as upon the materials of which they consist. 256. It is clear that, so far as direct impact of spheres is concerned (where the whole motion of each of the masses is in one common line), the third law of motion, along with the value of the coefficient of restitution, suffices for the calculation of the entire circumstances of the motion after impact. For, if M, M', be the masses of the spheres, v, v' and v^, v'^ their velocities before and after impact, and e the coefficient of restitution, the third law gives M»i + M'«i' = M» + MV, while the elastic property gives Vi - Vi = e{v-i/) ; so that V and v' are fully determined. The subject will be found fuHy discussed in most treatises on Dynamics. For illustrations of cases in which, even with perfect elasticity, the coefficient of restitution is necessarily less than unity, the reader may consult Thomson and Tait's Natural Philosophy, § 304. CHAPTEE XII. COHESION AND CAPILLARITY. 257. A SOMEWHAT pedantic nomenclature has intro- duced the terms Cohesion and Adhesion in senses dis- tinct from one another. Thus contiguous parts of a piece of glass, or of a drop of water hanging from it, are said to cohere, while the water is said to adhere to the glass. Such pedantry usually tends to produce confu- sion, as will be seen at once if we try to state in its language how the parts of a lump of granite, or of a drop of mixed alcohol and water, are kept together. We wiU therefore use, indiscriminately, whichever of the words happens to present itself when we require one of them. 258. We have already referred to the molecular forces which are practically alone efficient in keeping together the particles of a solid of moderate dimensions (§ 167), and to the resolidification (by pressure) of powdered .graphite (§ 53). We have studied the elasticity of fluids and of solids, and have also made some remarks on the tenacity of solids (§ 226). A few other instances of cohesion between the particles of solids may now be noticed, but the subject is one on which no exact informa- tion can be expected in the present state of science. The one characteristic of these forces, and that which Q 226 PROPERTIES OF MATTER. specially contrasts them with gravitation, is that they are insensible at sensible distances. 259. Two masses of marble, on each of which a true plane surface has been worked, will, when these surfaces are brought firmly together, even in vacuo, adhere so as to overcome the weight of either (unless it be great in com- parison with the area of contact), so that one remains suspended from the other. Barton, early in the century, made a set of cubes of copper whose sides were so very true that when a dozen of theni were piled on one another the whole series adhered together when the upper one was lifted. If a small plane surface be scraped bright on each of two pieces of lead, and these be pressed together (with a slight screwing motion) they adhere almo'st as if they formed one mass. The processes of gilding, silvering, nickelising, etc., and their results, are known to all. So are the properties of lime, glue, and other cements, all depending on the molecular forces in solids. 260. Nor are we in a much better position when we seek the force of adhesion between a solid and a liquid. For, in the great majority of cases, the liquid wets the soM. Thus, when we suspend a plate of the solid horizontally from one scale -pan of a balance, and try what amoimt of weights we must put into the opposite pan so as just to detach the plate from a liquid surface, in the majority of cases it is the liquid which is torn asunder. Unsatisfactory as they are from this point of view, such experiments are also very tedious and difficult. It is, however, worth while to mention that a force of about 60 grains' weight is required to draw a square COHESION AND CAPILLARITY. 227 inch of glass (wetted) from the surface of water ; while, if the plate be carefully cleaned and dried, nearly three times as great a force is required to separate it from clean mercury. When a square inch of amalgamated zinc is used it requires more than 500 grains' weight to remove it from mercury. Here, however, as in the case of glass and water, it is the liquid which is torn asunder. These numbers depend to a great extent upon the care with which the experiment is conducted, and must be looked on as the merest approximations to the values of a quantity whose precise nature we cannot define. 261. The case is quite different with the phenomena which we have next to consider. With them accurate measurements, of a perfectly deiinable quantity, are in general possible. These are the phenomena due to the Surfaee-Tension of liquids. We owe the idea to Segner (1751), but its development and application are due mainly to Young. The more recent theoretical advances in the subject were made chiefly by Laplace and Gauss. [For a sketch of the history of this subject the reader is referred to Clerk-Maxwell's article, " Capillary Action," in the ninth edition of the Ency. Brit.'] 262. As soon as we recognise, as a fact, the extremely short distance at which these powerful molecular forces are sensible, we see that there must be an essential difference in state between parts of a liquid close to the surface and others in the interior of the mass. For if we describe, round any particle of the liquid as centre, a sphere whose radius is the utmost range at which the molecular forces are sensible, the only parts of the liquid which act directly on that particle are those contained within the sphere. So long as the sphere 228 PROPERTIES OP MATTER. lies wholly within the liquid the forces on the particle must obviously balance one another. [At least it must be approximately so, unless the distance from particle to particle is comparable with the radius of the sphere. We know of no liquid for which this is the case.] But when part of the sphere lies outside the liquid surface, i.e. when the distance of the particle from the surface is less than the range of the molecular f orcesj we can no longer make this assertion. Hence we should expect to find peculiarities in the surface-iilm whose thickness is approximately equal to this molecular range. [If liquids were not, happily, but slightly compressible, the reasoning above would lead to the result that the " peculiarities " should extend to a distance from the surface somewhat greater than the radius of the sphere of action of the molecular forces.] We must appeal to experiment or observation to find their nature in each particular case. And here, as we shall soon see, a multitude of well-known facts comes at once to our assistance. But we must first examine, after Gauss, the theoretical conditions a little more closely. 263. An important theorem of Dynamics is that, for stable equilibrium of a system, the potential energy of the whole must be a minimum. It is easy to see that, so long as we consider molemla/r forces alone, the amount of energy of the liquid mass can vary only with the extent of the surface, but we may formally prove it as below. Let the energy be e^ per unit mass of the interior liquid, and e per unit mass for a layer of the skin, of surface S, thickness t, and density p. Then, if M be the whole mass of the liquid, and E its whole potential energy, we have, by summing the energy of the interior COHESION AND CAPILLARITY. 229 mass and of the successive layers of skin (which have all the same superficies so long as their curvature is finite, in consequence of the shortness of range of the molecular forces) — E = (M - S. 2= Fig. 33. or even spherical surface, having both its curvatures moderate (Fig. 1). As we withdraw the funnels from one another the longitudinal curvature diminishes, and the transverse increases to the same amount, till at last the longitudinal curvature vanishes altogether, and the film becomes cylindrical (Fig. 2). StiU further separat- 238 PEOPEETIES OF MATTER. ing them, the film takes an hour-glass form as in Fig. 3, where the increasing curvature of the transverse section is now balanced by a gradually increasing negative curv- ature in the longitudinal section. At a certain limit this state of the film becomes unstable, and the positive and negative curvatures near the middle both rapidly increase, till the walls at that part collapse into a mere neck of water, which is ruptured, and leaves a pro- tuberant film on each of the funnels. By a little dexterous manipulation these may easily be made to reunite into the original form. 276. The facts we have just described show us the nature of the process by which a complete soap-bubble is detached from a funnel, always leaving a film on the funnel ready to produce a second. This process can easily be studied by completing the blowing of the bubble with coal-gas, after it has been commenced with air, and watching it detach itself in virtue of the hghtness of its contents. 277. When two complete soap-bubbles are made to unite, the tendency of the liquid film is to contract, that of the (compressed) air inside is to expand. It becomes a curious question to find which of these actu- ally occurs. Let their radii, when separate, be E and En and let them form, when united, a bubble of radius r. Then, if n be the atmospheric pressure, the original pressures in the bubbles were ,m ,m n + ^andn + ^; while that in the joint bubble is r COHESION AND CAPILLAKITY. 239 By Boyle's Law the densities are as the pressures. Hence, expressing that no air is lost, we have °^ n(R3 + E^s _ ^) + 4T(E'i + Ri^ -r^) = 0. If V be the diminution of the whole volume occupied by the air, S that of the whole surface of the liquid film, this condition gives at once 3nv + 4TS = 0. As n and T are both positive, V and S must have opposite signs. Hence the surface, as a whole, shrinks, and the contained air, as a whole, increases in volume, simultaneously. But the work done by the expanding gas is only about two-thirds of that done by the contract- ing film. It is worthy of notice that, as is easily proved, the air .in a soap-bubble of any finite radius would, at atmos- pheric pressure, fill a sphere of radius greater than before by the constant quantity 4T/3n. 278. As a practical illustration of the use of these formulae, let us apply them to a stationary steam-boiler of the usual cylindrical form, with the ends portions of spheres. If E be the radius of the cylinder, Rj that of each end, and P the excess of internal over external pressure, the tension is Across a generating line, RP, ■p2p Parallel to a generating line, = JEP, Across any line on the end, iRjP. Thus, if the boiler-plate be equally tenacious in all directions, there is no danger of the ends being blown 240 PROPEETIES OF MATTER. off, for the boiler will rather tear along a generating line. And, to make the- ends as strong as the sides, they require only half the curvature. Thus, also, we see why stout glass tubes, if of small enough bore, are capable of resisting very great internal pressure, when, as in Andrews' experiments on carbonic acid, they are exposed only to atmospheric pressure outside. 279. We are now prepared to consider the phenomena properly called Capillary, as having been detected in tubes of very fine bore. When a number of clean glass tubes, each open at both ends, are partially immersed in a large dish of water, we observe that (in apparent deviation from the hydrostatic laws, § 189) the water rises in each to a <-> FlQ. 34. higher level than that at which it stands outside. Also we notice that this rise is greater the finer the bore of the tube. The cut shows the phenomenon in section. Perform the same experiments with mercury instead of water, and we find that the liquid stands at lower levels inside than outside each tube, and that this depression is greater the finer the bore of the tube. COHESION AND CAPILLARITY. 241 Turn the above cut upside down, and it will correspond to this effect. 280. But a closer inspection at once shows the immediate cause of the phenomena. The water surface inside each tube is always concave outwards, that of the mercury convex ; and the curvature of either is greater the finer is the bore of the tube. Eemember the surface-tension of the liquid, and the consequent excess of pressure on the concave side, over that on the convex side, which is necessary (§ 272) for its equilibrium, and we see at once that the water immediately under the surface-film must have a less pres- sure than that of the atmosphere to which its concave side is exposed. Thus, hydrostatically (§ 189), it belongs to a higher level than the undisturbed water, whose surface is plane, and the pressiire in which (immediately under the surface) is equal to the atmospheric pressure.^ As the surface curvature is greater in the finer tubes, so the higher rise of water in these is a direct hydrostatic consequence. The convexity of the mercury surface, on the other hand, requires immediately under the film a pressure exceeding that of the atmosphere by an amount propor- tional to the sum of its curvatures. Thus we see why the mercury stands at a lower level in the tube than outside it. 281. It only remains that we should account for the ' In some theories of capillary action, especially that of Poisson, it is supposed that the interior of a mass of liquid, even when free from atmospheric pressure or gravitation action, is necessarily at a very high pressure in consequence of molecular action. But were it so, it would not alter the conclusion above, as this part of the pressure does not depend on the form of the liquid surface. E N A B C Fia. 35. 242 PROPERTIES OF MATTER. concavity of the water surface, and the convexity of that of the mercury. In the annexed sections of a concave and of a convex surface, in which a tangent, AB, is drawn to the liquid film, where it meets the side of D the tuhe at B, the angle ABC of the wedge of liquid is obviously less than a right angle for the p concave surface, and greater than a right angle for the convex. Hence the problem is reduced ^ to the determination of this angle, called the Angle of Contact. That this angle must have a definite value for each liquid, in contact with each particular solid, appears at once from the consideration that, in the immediate neigh- bourhood of B, the gravitational or other external forces, acting on a very small portion of the liquid, are incom- parably less intense than the molecular tensions. Hence the equilibrium of that portion (tangentially to the solid) will depend upon the surface-tensions along BA, BO, BD alone. The directions of two of these, and the magnitudes of all three, are determinate, whatever two fluids (even when one is gaseous) are in contact with each other and with the solid (§ 263). BA, therefore, will ultimately assume such a direction that the surface-tension along it will, when resolved in CD, just balance the difierence between the tensions in BD and BC. Hence, if that in BD is the greater, the angle of contingence will be acute ; if that in BC be the greater, it wUl be obtuse. 282. In the case of mercury and clean glass, exposed to air, the angle of contact is COHESION AND CAPILLARITY. 243 140° (Young), 135° (Gay-Lussao), 128° 52' (Quincke), 132° 2' (Bashforth). With water and clean glass in air the angle vanishes entirely ; but when the glass is not clean it may reach (and even surpass) 90°. When it is exactly 90° there is no curvature of the water surface inside the capillary tube, and it therefore stands at the level of the undis- turbed water outside.^ 283. We may now complete the explanation of the behaviour of a liquid in a capillary tube as follows : — When the rise (or depression) exceeds several diameters of the tube, the curvature is practically the same over the whole free surface, which is therefore approximately spherical. In mercury, because of the finite angle of contact, it forms only a segment less than a hemisphere ; in water it is a complete hemisphere. In the former case the radius is directly proportional to that of the tube, in the latter it is equal to it. In both cases, therefore, the relief of pressure, and conse- quently the rise or depression of the liquid, is inversely as the radius of the tube. This agrees with the (long- known) results of experiment. 284. We may make, in a very simple manner, due to Dr. Jurin, a calculation of the capillary elevation, which is applicable to wider tubes than those spoken of in last section. Suppose the radius of the tube to be r, p the density of the liquid, a its angle of contact, T the tension of the surface-film, and h the mean height to which it is ' One of Gay-Lussac's methods for determining this angle when it is finite must he at least indicated here. If the liquid he intro- duced gradually into a small glass sphere (from below) there will be one position in which its surface is plane. By measuring this position the angle can be at once calculated. 244 PROPERTIES OF MATTER. elevated. [This mean height is taken such that the volume of the liquid actually raised would, if the surface ■were not curved, fill the length h of the tube.] Then the vertical component of the whole tension round the edge of the film is obviously 27rrT cos a. But this supports the weight of liquid, (virtually) filling a length h of the tube. Equat- ing these quantities we obtain, after reduction, 2Tcosa h = * rgp When a> ^, A is negative, and the liquid is depressed. All the quantities here are easy to measure except T and a. Hence, if a can be found by a separate process, T is at once determined. In the case of water in glass we have cos a = \, so that the above relation gives T - directly. 285. The following values of T are given by Quincke. Ea,ch datum in the table belongs to the film at the common surface of the substances whose names are in the same line and column with it. Air. "Water. Mercury. Water 81 — 418 Mercuiy 540 . 418 — Alcohol 25-5 — . 399 The unit here is one dyne per centimetre. To reduce •to grains' weight per inch divide by 25. Thus we may easily calculate, from the formula of last section, that water rises a little more than half an inch in a glass tube whose bore is i^rth inch in diameter. COHESION AND CAPILLAKITY. 245 286. In the Atmometer, which is merely a ball of un- glazed clay with a. glass stem, the whole filled with water and inverted in a vessel of mercury, not only is the reduction of pressure by the fine concave surfaces of water in the pores sufficient to keep a column of 3 or 4 feet of water supported, but, as evaporation proceeds, mercury rises to take the place of the water, sometimes to 23 inches or more. Thus these pores can sustain (virtually) a column of 26 feet of water; and the consequent great concavity of the surface of the water renders it eminently fit (§ 291) as a nucleus for the deposition of vapour.^ The process has not, so far as we know, been pushed to its limit. 287. Such data enable us easily to calculate the force with which a boy's " sucker " is pressed against a stone. Suppose we have two plates of glass, 6 inches square, with a film of water between them whose thickness is ■g-girth of an inch. The force required to pull one per- pendicularly from the other, in which case the free water surface round the edges will take a (cylindrical) curvature of radius Toirth of an inch, would be the weight of a six-inch prism of water about 5 inches high, i.e. between 6 and 7 pounds' weight. If the film were of half that thickness (at the edges) the force required would be double. Thus, as J. Thomson has pointed out, two flat slabs of ice, resting side by side with a film of water between them, are pressed together with a force which may much exceed the weight of either. When a mere drop of water is placed between two very true glass planes the pressure produced forces them closer together, thus increasing itself, not only by the enlargement of the 1 Proc. M.S.E., Febraary 16, 1885. 246 PROPERTIES OF MATTER. wetted surfaces, but by increasing the curvature round the edges. The pressure producible in this way is very great. On the other hand, a few small drops of mercury, interposed between the plates, form an exceedingly perfect elastic cushion. 288. There are many common phenomena whose explanation is easily traced to the action of capillary forces. Thus air-bubbles, sticks, and straws floating on still water, appear to attract one another; and gather into groups, or run .to the edge of the containing vessel. This is always the case with any two bodies, each of which is wetted by the water, and it is also true when neither is wetted. But when one of the bodies is wetted, and the other is not, they behave as if they repelled one another. The explanation is easily given : — either from the point of view of the various forces called. into play by the displacement of the water, or (more simply) by the consideration of the whole energy of the liquid as depending on the relative position of the floating bodies (§ 263). A needle, or even a (very small) pellet of mercury, may easily be made to float on water. The hydrostatic condition requires merely a depression of the surface, so that the water displaced may be equal in weight to the floating body ; but, that this displacement may take place, the angle of contact must be made greater than 90°, which is at once ensured if the needle be very slightly greased. Thus we explain how water-flies run on the surface of a pool. In the same way we can explain why a piece of wood is not wetted when it is dipped into water whose surface is covered with lycopodium seed ; and why mercury can COHESION AND CAPILLARITY. 247 be poured in considerable quantity into a bag of gauze or cambric without escaping through the meshes. An air-bubble in water assumes a spherical form, even when it is in contact with the side of a glass vessel, and a very small globule of mercury laid on glass becomes almost spherical. But an air-bubble on the side of a glass vessel containing mercury is flattened out, while a drop of water on clean glass spreads itself out indefinitely. In all these cases the angle of contact at once explains the result. ■ The difiiculty of obtaining a clean surface of water or mercury depends upon the great surface-tension of these liquids relatively to that of the majority of other substances. 289. The form of section of a (cylindrical) liquid sur- face, in contact with a plane solid surface, is easily deduced from the hydrostatic principle that the elevation (or depression) at any point is proportional to the relief (or increase) of pressure, i.e. to the (one) curvature. Hence it must be the curve of flexure (§ 237) of a very long elastic wire, with a kink in it, under the action of tensions at its ends ; for at every point of that curve the curvature is proportional to the distance from the line in which the stress acts. Hence we can at once find the form in which the hquid surface meets a plane solid face, whether it be vertical or not, by drawing the correspond- ing elastic curve and taking account of the inclination of tjie' plate and of the angle of contact. 290. The surface-tension of liquids diminishes with rise of temperature. And Andrews showed that, as liquid carbonic acid is gradually raised to its critical tempera- ture, the curvature of its surface in a capillary tube gradually diminishes. 248 PROPERTIES OF MATTER. 291. W. Thomson 1 showed that there is a definite vapour-pressure, for each amount of curvature of a liquid surface, necessary to equilibrium. It is less as the sur- face is more concave, greater as it is less concave or more convex. Hence precipitation of water -vapour wUl, ceteris paribus, take place more rapidly the more concave or the less convex is the surface of that already de- posited. Thus, as Clerk-Maxwell pointed out, the larger drops in a cloud must grow at the expense of the smaller ones. The explanation of these curious facts is given by the kinetic theory much in the same way as is that of the effect of the curvature of the discs of a So great a pressure of vapour would be necessary for the existence of very small globtdes of water (in the nascent state of cloud, as it were), that, as Aitken has shown, condensation cannot commence in free air without the presence of dust-nuclei. The more numerous these are, the smaller is the share of each, and thus we have various kinds of fog, mist, and cloud. 292. Many extremely curious phenomena, due to surface-tension, have been investigated by various ex- perimenters, especially Tomlinson. . Thus different kinds of oils can be distinguished from one another, or the purity of a specimen of a particular oil may be ascer- tained, by the form which a drop takes when let fall on a large, clean water surface. In some cases a drop of oil does not spread entirely over a liquid surface, but forms a sort of lens. The angles at which its faces meet one another, and the surface of the liquid, are then to be determined by the triangle of forces. 1 Froc. R.S.E., 1870. COHESION AND CAPILLAEITY. 249 Again, when a drop of an aqueous solution of a salt, say permanganate of potash or some other highly- coloured substance, is allowed slowly to descend in water, it at first takes the form of a vortex-ring, bounded, of course, by a film of definite surface-tension. But, as diffusion proceeds, this film becomes weaker at certain places (just as in the case of wine, § 269) and the ring breaks into segments, each of which is (as it were) a new drop, which behaves as the original drop did, though somewhat less vigorously. Thus we have a very curious appearance, almost resembling the development of a polyp ; the number of distinct individuals being mark- edly greater in each successive generation. With a drop of ink these developments take place so fast that the eye can scarcely follow them. 293. We may now say a word or two as to the ex- treme limits at which the molecular forces are sensible. It is not at aU remarkable that the various estimates differ widely from one another, for they are all obtained by processes more or less indirect. They all agree, how- ever, in giving small values. Experiments of Plateau on soap-films, and of Quincke on the behaviour of water and thinly-silvered glass, give only about 1/500,000 of an inch. It is probable that the limits vary somewhat with the nature of the substance experimented on ; and the question is certainly connected, iu no remote manner, with the differences in the c/ritical temperatures (§ 194) of various substances. 294. The separation into drops, of a liquid column slowly escaping from a small hole in the bottom of a vessel, can be studied by examining it by the light of electric sparks rapidly succeeding one another. It is a phenomenon 250 PROPERTIES OP MATTER. similar to that which we have described in § 275, when a cylindrical film is drawn out between two funnels. When the liquid is a very viscous one, as treacle or Canada -balsam, the viscosity interferes with this effect of instability ; and such liquids can, like melted glass, be drawn into fine continuous threads. This property sometimes gets the special name of Viscidity. 295. The propagation of ripples, as Sir W. Thomson , showed,^ is also due mainly to surface-tension. The proof is given by the fact that the shorter the ripples the faster they run, whilfi ordinary oscillatory waves in deep water, propagated by gravitation, run faster the longer they are. In two similar ripples, of different wave- lengths, the forces are independent of the lengths, the ranges are directly as the lengths, and the masses of water are as the squares of the lengths, of the ripples. H^nce the rates of propagation are inversely as the square roots of the lengths. In similar oscillatory gravitation waves, on the contrary, the forces are as the squares of the lengths, the ranges as the lengths, and the masses as the squares of the lengths, and the rate is directly pro- portional to the square root of the wave-length. Thus very short ripples run almost entirely by surface-tension, while long ripples and short waves run partly by gravity partly by surface-tension. Thomson has shown that the limit between waves and ripples in water, which is the slowest-moving surface disturbance, has about 2/3 inch as its wave-length, and runs at a speed of 9 inches per second. Every shorter disturbance runs mainly by sur- face-tension, and may be called a ripple; every longer one runs mainly by gravitation, and may be called a wave. 1 Phil. Mag., 1871, u. p. 375. COHESION AND CAPILLARITY. 251 It is probable that very accurate determinations of surface- tension may be obtained by measurement of the lengths of ripples produced when the stem of a vibrating tuning- fork (of known pitch) is immersed in a liquid. -"^ 296. When a solid is exposed to a gas or vapour, a film is deposited on its surface which, in many cases, introduces confusion in weighings, etc. Thus, if a dry platinum capsule be carefully weighed, then heated to redness and weighed again immediately after it has cooled, it is found to be lighter. If left exposed to the air it gradually recovers its former weight. In so far as this effect is a purely surface one, it is increased in propor- tion as the surface of a given mass of the solid is in- creased. Thus "spongy" platinum, -as it is caUed — i.e. platinum in a state of very minute division (obtained by reducing it by heat from some of its salts) — exhibits the phenomenon to a notable extent. Dobereiner showed that a jet of hydrogen can be set on fire, by the heat developed when it is blown against spongy platinum which has been exposed to the air. The platinum is heated to redness by the combination of the oxygen film, already condensed on its surface, with the hydro- gen which suffers condensation in its turn. Another remarkable form of experiment, analogous to this, consists in heating a platinum wire to incandescence in the flame of a Bunsen lamp, turning off and then immediately turning on again the supply of gas ; for the wire remains permanently red-hot in the explosive mix- ture of air and coal-gas ; without, however, reaching a' high enough temperature to inflame it again. The amount of siirface really exposed by finely porous 1 Proc. B.S.E., 1875, p. 485. 252 PROPERTIES OF MATTER. bodies, especially (as Hunter^ showed) cocoa-nut charcoal, is enormous in comparison with their apparent surface ; and in consequence they are able to absorb (as it is called) quantities of gas altogether disproportionate to their volume. Even ordinary charcoal, when heated red-hot (to drive out the gases already condensed in its pores) and allowed to cool in an atmosphere of carbonic acid gas, absorbs from sixty to eighty times its volume of the gas. If it be then introduced into a tube full of mercury it can be made, by heating, to disgorge this gas, which it reabsorbs as it cools. The student may easily imderstand the immense addition to the surface of a body, which is caused either by pores or by fine division, if he reflect that a cube, when sliced once parallel to each of its pairs of faces, obviously has its whole surface doubled. 297. There is another form of action, analogous^ to this, produced by certain finely divided substances, such as Peroxide of Manganese. When a stream of oxygen, containing ozone, is passed through the powder it emerges as oxygen alone. The ozone has been reduced to the form of oxygen by what is called Catalysis; the oxide of manganese is practically unaltered. 298. What is called the solution of a gas in a liquid is, in many respects, analogous to the condensation on the surface (or in the pores) of a solid. The empirical laws of this subject, originally given by Henry and by Dalton, have been verified for moderate ranges of pressure by Bunsen. According to Henry, when a solution of a gas is in equilibrium with the gas itself, the amount dissolved in 1 Chem. Soc, Journal, 1865-72. COHESION AND CAPILLARITY. 253 unit volume of the liquid is proportional to the pressure of the gas. The coefficient of proportionality diminishes rapidly with rise of temperature. To this Dalton added that each constituent of a gaseous mixture is dissolved exactly as if the others had not been present. It appears that the heat disengaged in solution is always greater than that due to the mere liquefaction of the gas. Hence the phenomenon is, to a considerable extent, of a chemical character ; and thus we are prepared to find great differences in the absorption of the same gas by dififerent liquids. Thus carbonic acid is 2 '5 times more soluble in alcohol than in water; and 1"8 times more soluble in water at 0° 0. than in water at 15° C. CHAPTER XIII. DIFFUSION, OSMOSE, TRANSPIRATION, VISCOSITY, ETC. 299. Though we cannot mark a special group of the particles of any one liquid or gas, so as to enable us to see how they gradually mix themselves with the others, we have almost perfect assurance that they do so. This assurance is based partly upon the relative behaviour of two miscible liquids, or two gases, put in contact with one another; partly upon the results of the kinetic theory, which have been found fully to explain at least the greater number of the phenomena ordinarily exhibited by gases. Thus, altogether independent of the convec- tion currents due to differences of temperature, there goes on, in every homogeneous liquid or gas, a constant transference of each individual particle from place to place throughout the mass. In homogeneous solids, at least, it seems probable that there is no such transference, but that each particle has a mean, or average, position relatively to its immediate neighbours, from which it suffers only exceedingly small displacements. 300. True diffusion, which is much more rapid in gases than in Liquids, is essentially a very slow process compared with those convection processes which are DIFFFSION, OSMOSE, TKANSPIKATION, ETC. 255 mainly instrumental in securing the thorough inter- mixture of the various constituents of the air or of dissolved salts with the ocean water. For its careful study, therefore, great precautions are required, with a view to the preservation of uniformity of temperature, as the only mode of preventing convection currents. We will suppose that these precautions have been taken. If, by means of a tube (fitted with a stop-cock) which is adjusted at the bottom of a tall glass cylinder nearly full of water, we cautiously introduce by gravity a strong solution of some highly-coloured salt (such as bichromate of potash), the solution, being denser than the water, forms a layer at the bottom of the vessel. If we watch it from day to day we find that, in spite of gravity, the salt gradually rises into the water column, which now shows an apparently perfectly continuous gradation of tint from the still undiluted part of the solution up to the as yet uncontaminated water above. The result irresistibly suggests an analogy with the state of temperature of a bar of metal which is exposed to a source of heat at one end. The analogy would be almost complete if we could prevent loss of heat by the sides of the bar ; for experiment has shown that, just as the flux of heat is from warmer to colder parts, and (ceteris pwribus) proportional to the gradient of temperature, so the diffusion of the salt takes place from more to less concentrated solution, and at a rate at least approximately proportional to the gradient of concentration. This is, possibly, not quite the case at first, when there are exceedingly steep gradients of concentration, for then (see § 292) there is something akin to a surface-film 256 PEOPEETIES OF MATTER. which for a time behaves somewhat like that between two liquids which do not mix. This is beautifully shown by rough stirring of the contents of a vessel with parallel glass sides, in which there is a layer of strong brine with clear water above it ; especially if a horizontal beam of sunlight, from a distant aperture in the shutter of a dark room, be made to pass through the vessel, and be received on a sheet of paper placed a few inches behind. However rough the stirring, if it be not too long continued, the mixture is soon seen to settle into layers of different densities; and time is required before diffusion does away with the steep gradients of concentration which have been produced between the layers. These effects can be produced again and again in the same mixture, and show how very much more rapid is the mixing when aided by rough mechanical processes than when left entirely to the slow but sure effects of diffusion. The effect of the stirring is to produce immensely extended surfaces of steep gradient of concentration all through the mixture, and thus greatly to accelerate the natural action of diffu- sion, to which the final result of uniform concentration is really due. 301. The first accurate experiments on this subject are due to Graham,^ who employed various very simple but effective processes. He showed that while the rate of diffusion varied considerably with the substances employed, these could be ranged in two classes, Colloids and Crystalloids, the members of the first class having very small diffusivity compared with those of the second. Thus he found that the times employed for ^ Chemical