L H Oaajlxjxi&jtyu clujucUu. V . #*■ ' *r ihJ^ _ Glass ^ Book_ — Copyright^ COPYRIGHT DEPOSIT: IRRIGATION GUIDE A concise tivatise 611 IRRIGATION. Designed for the practical Farn er, \vl o is c«»i vinced of tin* ad- vantages of irrigation, Ui t uYes not know how to practice it. C" y-ighu-d, 1895 byA. J.Kenney. LIVINGSTON, MONTANA. 4-,' nidation toe CHEAPEST IRRIGATION Can be l<:-d with GASOLINE ENGINE and pump. \vo can furnish Engines from 2 to 50 horse power tint are RELIABLE DURABLE, AND DOONOMICAL. ( 'St of operating, one cent per horse power per hour. We faroish free with every Engine an Electric BATTERY to explode the Gas, that will 1 ist 4 mouths without any attention then it can b renewed a .d wdl last 4 months more, and so on for all time. We do not use a red hot tube to (-vilo'de the gas that has to be replaced with a new one almost daily. Foos Gas Engine Co., SPRINGFIELD, OHIO. INTRODUCTION. When we reflect, kind reader, upon the Wonder fid growth of population of the Tinted States, : that we are nearly doubling in numbers every t'yenty years aid when . we remember, that the science olide age has uanish- d pestilence, and that, the hu.nanuv : ot" the age is fast vetoing war, then will w'V <( ' ,> t n *t .the limit. <»i toed supply is The on'y liihit to the in r a's of our population. The^iiUmb r of a "res ui ; < •licultural land, ba'-inot be doubled .tV>rjeae : h supc.ssive generation, Tile available Land, is now pr;ctioa!ly .occupied. Tiien how snal lMC.d produ.lion, k ep pace with t!ie increase of population? The question >s answered in the m>gic word li^iivrA T1JX. Without water, neither plan' nor Auimil lite can exist. Neither can a Plant attain perfection, it* deprived of sufficient moisture at any stage of its growth. Drought is the most prolific cause of failure of crops, waile irrigation not onlV makes crops sure but doubles, an 1 q la Iruples the yield. T.10 ISjcretary oj Agriculture says, ni 1 r it' > 1, X >; 1' >r t 1 e West alou?, but for t'i 3 £^ra; w? ; i. Tu3re are S^asxii, w'.ira a lit ;1 j w.i';v, p.- >p3re.- dis- tributed, would add iminensly, to th© products East of the Mississippi." There are thousands of Farms east of the Miss- issippi, that could be irrigated with small ex- pense, compared to the advantage to be derived. Corn lands, that usually make 40 or 50 bushels per acre, would with one or two irrigating?', during the dry time in July and Augii8t,maKe 80 to 10O bushels per. acre. Wheat lands, producing 10 to 20 bushels per. acre, ought with one irrigating, make 30 to GO bushels per. acre, and so on. through the list. " It is not uncommon in the \vay a professional surveyor for do- ing it, bat i:ui do. it y oar- seif. j '■• For .4 surveying instrument, use ;i board, six- tec i and >» .v hiiif feut Jong, eig! it : inches wide, and oif men liueK wiiu diier ^mugot edge. Toe oth r edge should be dressed i»i'iy leaving the bo i id eigiit i jehes wide iir the d&lxterj i^nc] sloping (foAM to uoout i<*ur inches at ,eaeh. ejid. This to m iKe it light, and.Jeavt' it strong^.;to;avoid.spring -ing. ■> Then naif: on e.n-h «i»d .ft f " th • bo;nd, a leg, ab-o.it t-iirtv inches i^iig^-U/c leg4 isliould he exactly t:ie saine length, i'i"? .,.. • ••-•' Xow you : Nfc|4iit to find a- perfectly ,h.'vel *sur- •facj, for adjusting Vo'iiV s/frj1 1 v V on 7 , so -board. Perhaps tax easiest- and niu>sr simple way, i-> to finl ashallow pool of standing water*, and drive down two pegs, ju'st gixtjoii aril oae hi'f feet a £ >art. and just to a level with the waters surlaceu place the legs of the board, on these pegs, adjust your spirit level, on the cer of The board, so the bulb indicates level, fasten tbe level securely, so that it eannot jar loose, or vary. Now your surveying board is simply a big level, on legs but you do not want to make your ditch level, :so having decided the amount of fall you wish to giyy .your ditch, say ( me eighth q| ainMoMW xnKi.ixoa, tiien, you want to saw off that ...mu^.vi .from on<; l*g oi\ your hoard. Then mar.v %-i\&i end S. for short, and in. surveying, alhvavs riin, tho' short end, joward the the head, or source of the ditch. NviW, fuit a sertH, in < ach « ud of the board, for sights.. ,. Let the sight ou S. end, Ktnnd one eighth" iiv.t. liight r li. .n j .u : . £J#ht ou the other end-. See FU^ l. , ...:.;.,.. ICty^ u have faithfully followed instructions, you have a surveying board that will do the work just as correctly, as the most expensive surveying instrument made. Now 4 to survey a elite}.. Commence at the highest point of land tuat you propose to cov- er with yonr ditch. Set the nurveyiug board with S. end |» anting toward tW source of water supply. AIoac >. vtuV" until level is indi- cated. T.ien have your ije-pcr drive a stake at . the foot of S. cud. If the land i» sloping, drive the pegs on the lower side. Then move up settiug thvi long leg at the stake, just wiiere t«e S. leg was. move S. le g a bout until level h lio.it od, then arird stake as be.or,:. The ikes arc to mark your survey so you can find ■and follow it afterward. In surveying across a swag, or depression, WJdoh you mean to fill, or ;i hollow of gulch, wii.'i y ki mean to fiiim^, or a steep hill side, that you can. ot stan 1 on, you irocjeed^i folows. Take a o >.«ri tarce feet :ong, .ma i..ree or. our inches wide, Lot. at S. end of surveying- board. and mark a spot for a target, just as high frj.ii thy ground, as the top of the sight on the S. end of surveying board. . Now with the S. .end setting at the last peg drove, turn the other end until the board p uats straight across \he swag, gu'c'i, or b: nk. L )\ver, or raise the long leg, uutil h\el. send a mm across with the Target, let-ibim mo e it a)out. until the target comes in -dine wit): the sig its. Taen drive a peg at the foot of the target. Tim 11 move up to this peg and pr. ee; th:>i;i a flu u ■ at; the rat<- of two f el p.v. 3e3.)i(, would b» r.'lu-.'i in weight one h If, if se it tirj.iga at tid rate o2 four foot per. sec. Then to purvey with more fall, raise the aiAt on S. ntud of board, a« much as you want to increase the fall. Having finished your sur- vey to the stream^ you are ready to begin the construction of your ditch. Ditch Construction. First, it is necessary to deride on the size of your ditch. In the \V«*t, one in h of wa -ter, is calculated to irrigate uiie a«re of land. Water is measured thus, in Montana. A box is constructed, with a Head Gate, so as to leave an opening of six inch* s, between the bottom of the box, and the lower edgo of the gate. '1 he box: is placed level, and so :rraug«d that the stream, in passing through the aperture, is not obstructed by back water, or an ethly below tiM g:'t«\ but before entering trie opening the stream should be brought to an eddy, and j«tand t'Tee inches on the Head Gate, a. id above the t »p of the opening. The nuiuher of square inches contained in the opening, is the meas- ure of the water. l\y this why of me;«sureiug, it vill take about t'w« square inches of ditch, t» carry oii« square incU of water, giving one eighth inch fall to the rod. Of course, a ditch will carry more or less, according to the fall you give it, but the more /all, the longfi 1 the ditch will be. and in land that in liable jjy wash, ou 1 eighth of an ino i tp tiit rod, vyili L>. .a«/ut j ii^li L. But if n.ossary, water can be made to run with one thirty second of an inch fall to th^ rod. We wjlj suppose how ever, that you want to irigate eighty acres, and will requite a ditch two feet wide, and nine inches deep. Now, begin at the last survey peg, which is at tb* 1 waters edge, and on a 1*'\ *J with it. Dig and shovel out a ditch ol above dimensions, until it is made .\w:.v from tin fn**, .-. u 01,10 -round that can be worked with a team and plow. Then use four steady horses, and a road, or gra- ining plow, start in where you hit off diging, M .nd plow deep, fdlow the suiTry pegs, just j 1 wing them up. Lay off as long a stretch of the ditch, as s H*ins best. Then plow buck in the same furrow, ami if not thoroui not lay off too much at once, but rather finish up as you go, and test it by runing water through it. A large proportion ; of irrigation ditches made, are made the first time, up hill. In such cases, there is ho other rtmedv, but to make a hew ditch H 'fore lt< >iriLT too far, put in a good substantial Had Gate to let the water in or turn it out. It : ■'; > 1 1 rl be put in so that it will not wash out, and should be of sufficient height to prevent overflow. If a larger ditch is desired, tlmn'the one de- s -ribed, there is probably no better wry, than to use ordinary R. R. s Tapers, f'cr moving the lo :se dirt. Three term:-, w'th driver*, and one man to fill scrapers, is about the fctst cr. w. Tie drivers dumping the scrapers. This way, the ditch should be plowed as wide as wanted. . then scraped out, then plowed again and scraped dumping in the vacant places, to make a solid bank of the loose dirt. Which will require about three plowing* arid scrapings. Flumes. We now suppose that you have finished the «.itch to the baiiK of a gulch, that you want to flume, the lumber to be used, for the size ditch under consideration, should be twelve or fourteen inches wide, and one and a half inches thick, and sixUcu and a half teet long for bottoms. Ten or twelve inches wjb*». one inch thick, and ?ixte<>n and a half f < < t I< ng, for sides. Four inches s log or timber, six or eight feet long, and Lum across the ditch, at the comim neement of the flume, this to anchor tin f mmc to. \ ut it down one and a half inches b. low u.e bottom of ditch. The top side of l«g should have a smooth face, to nail the bottom of flume to.. After it is in place and level, tan p in dirt, 1. vel with the f.ice of log. Now, with - Iraight edge, sivteei and a half feet I i^*. M*r«a-;e i'«»r tne place to s<>t the bill, ior . - the first upii.h. timbers to set |2 1 ^ i Oi. M •■•• -^ »re on a hvel, set the sill in the g t*n the height from se ond sill, up to level with the first sill, say three feet and •fie inch. 'Hien get the slide tongue ef tn " square, at three feet, leaving r~T~3~T~T off the" oiic inch, for fall to the fhimU . Now to g« t the slope, to saw the uprights, plac^ the square on the timber, with the top and of timber, at -one on slide tongue, and the other- end at two on stationary tongue of square. MarK on the heavy lines as shown in Fig. 3. Saw, and moiv tise on cap, x hieh should be two and a half feet long, le.tvng three inches outside each mor- tise, naii on bra es, as si .own in -Fig. 2. Now set up in posith.-n.aid toe nail l.-otton s to. sill. Then i an ttom mark, saw, mort's-, c^p, fra-e and set u:». Toe nail , nail on Flume bottom. Measure and set n *xt sill find d i r nee i 1 vels. Say throe feet and eleven inches, which take from eight feet, equals four feet and one inch. Leave off one inch for Fall. Set square at Four Feet. Place square on timber at one top, and two at the bottom. Mark, saw, Mortise cap, Brace, setup and toe nail, nail on Flume bottom. Measure for next sill, which we Mill say reaches the bank; where you want to bury a loflf as at. first; to anchV r Flume t'. . Put it d*™n one and a half j ncn s h^ow lev"' vrith r^^ oj lust set of uprights. Tairm in ■ ec r\ ard n ;!i <>n rh/me bottom. Now i ai : r-n ti<<' siTe b^..rds of the Fiume. Nail blocivs vii outside at joints. Then at intervals oi eight and one fourth feet, nail on biiwus, to keep tiie Flume from spreading* or warding* Your Flume jiow being finished, turn in a little water to test it. To matte a Fill, across a swag, or depression, you } recced similar to making a R. R. grade. Plowing e:ch side, and scraping dirt to. center. Until you hr.ve a grade high ui<,ir£h to make Ditch on. Make a Culvert through the embankment, at the low. st part of the swag; for rain water to pass thresh. Dams. It is often the case, that yen can not start Ditch, at the watt r level; on account of cut banks; or other causes. In such cases, it will be necessary to make a Dam ; to raise the water. to a level with the Ditch. For this purpose, nothing answers so well as brush: Willow or other long brush. Cut and bind the brush with wire, in bundles, as large r^ two men can handle. Place a layer of these bundles, in the creek bed; with the tops up the stream. Then throw in dirt, gravel, and rock, t'> fill in and we\rht these rVtvti. Then another layer of brush. And fo en r-til th** v-ner ; ^ ra^ed to the dcsJltd height. Then cover with rock. Reservoirs. If there is no running Stream near you that yon can appropriate for rrrigating purposes; Then per- haps the no:; t 1;« st plan is to mtild a reservoir, to catch water in titne of rain or melting snow, and hold it until needed by growing crops. A reservoir containing one i ere, and hohlii g water to an average depth of ten feci ; will irrigate about forty :!cn-s\ one time. For a resevoir sire, st-Kct a swag draw, < r depression, above the level of the land to be irrigated. A clay soil, or a soil resting on a clay subsoil, is best. If the draw is independent of the main draw, which yen aim to eateii water from, all t lie hotter. As y^u can thus fill tin- reservoir, by ditch connection with the n.aiit draw: and avoid danger of overflow. To build a dam; or embankment for a reservoir; the place where it is to be constructed, should be cleared of all vegetation and debris. A id thoroughly prepared, by plowing, or trench- ing, or both. So that the earth composing ihe embankment, shall be firmly tinited therewith, at the ends, and at the bottom, and th* 1 t'fith should be sYuvad evenly, and in lay« i-s. rot ex- c cling a foot in depth, a d so dan p tied, tramp -■• d. packed, rolled or troden d^rrn-. r« '■• fcrai a thoro ig'dy compact mass. A cjvj.ss section of such cbtrri, shoiiUl be of the following proportions. Tiie width at lire base, fc-iioidu be, not Jess than five times the proposed heigLt. And the wkltn at the top, should be Hot Lss tlian half the height. And ft e s^ope of the outer face, should not he more tli rt ii one foot of rise, to one and a half fe t - f sprerd. a d the slope of the inner face, next to the water to be held ore! . should not be more than one foot of rise, to three feet of spread. Tie- inner face' of the dam, or cml.nnk- ment, sho/id be i'.aed w'.tl* stone or timber t" in- sist wave action. No water should be allow -ed to flow over the darn; but proper wasteway made to allow the e of surplus water. Before con.m< n i g ihe en bankment, you should put in, near* the lowest point of reser- voir, a good strong box ▼. iih suitable g te, for ieting the water out for use. The box should be a few feet longer than the width of base of embankment, a :d s 1 ould b'j well tamped around. In some soils it is necessary to puddle the reservoir, to keep the water from seeping away. Puddling is done by removing all the sod, or vegetation. Then thoroughly plow and pulverize fine, .the whole surface, and turn in valer, then run over it with a drag, made of beards, laped, ilk.' we.'U/i >r boarding. Tiiis will practically render it, impervious to water. irrigating fri a small W&fi for* gardens, suid truck pitches, can be iL/iie to advance, by elevating water from wells, or otuer sources of supply. JStor *ing the Water in small Reservoirs, and where the elevation is not too great, and the wnt/r sup- ply is sufficient, this* can bg drnie quite exten- sively. There are various -ways of raining water, among whieh are. Hydraulic Hams, run bv water its self. Lnk Belt Eh vatrr*, And pumps, rm by water wheels, Wind mill, Ho s , Steam, or Gas power. Applying Water to Crops. Grain should usiraly not be irrigated until it has made sufficient growth to shaue the land, : t the land tends to run together pack and Lake,' when exposed to the direct rays of the sun, after being irrigated. Hence, the importance of conserv -ing the moisture, furnished by spring rains. This is accomplished by deep plowing, and thor- ough pulverization of the soil, before planting, or sowing; and in hoed crops, by frequent cultiva ti«Tl. The water should be conducted in the main ditch, to, and along the highest part of the field to be irrio-pt°d. Grain, Hay, rnd other crops not grown in rows, are irrigated by Floooi >g. that is, the water is made to flow owr the whole surface Ol the land, If the lat! n sixty to one hundred feet apart and The rims all on The lower sides. To irrigate in This way. begin at. Highest poiiix of The land, puT a darn in Tin main dh'ch bo as To turn the water out on a space of Thir- ty or forty ieit. Guide along and spivad eVenlv until it reaches the next ditch below: then put id :i dam in that ditch, and guide and spread the vter until it is caught in 1 h- < ■ next ditch, h(*low, and so on until the fi< Id is crossed. Then go back to the main ditch, and begin another space in the same way, and ho on through. In irrigating Hmd crops, the rows should be laid off in a dinction that will allow the wa- ter to run freely, but should n<»t 1 o ( t r m ngh to wash. Hoed crops should not be flooded, but should have furrows run between the rows, allow- ing the water run in these furrows : turning a s nail stream in each row. Never allowing it to e nne in direct contact with the plant. Do not allow the Water o ■ i ujtr than ncees- s ,;, v, for .the moisture to meet in the subsoil uu- d i" the row, which you can tell by sticking down a shovel. [t is tlie water returning to the surface, from w, that does the plants most good. Cultivate, as soon as dry enough, after each i -rigating. T ^ not. commence to irrigate until it is re :ly hec- i ;safy, but after commencing, never aiiow the Und, to become dry. A little water applied often is the best rule for hoed crops. The IRRIGATION ME. "Water is the God of the Hrrvest." INDISPENSABLE TO r J HE FARMER FRUIT GROWER ENGINEER, CONTRACTCR, INVENTOR, HOME BUILDER." Should ho in * The only Maga- every home in * zine of its kind America. * in existance, MONTHLY. ILLUSTRATED $2.00 per. year. The Irrigation Age. 511 Masonic Temple. CHICAGO. SalT" cample copies 10 cents- LIBRARY OF CONGRESS D0D5S^Sa41A ^=4^ I ■ V?JP m^t