UNIVERSITY FARM TCS05 l&ural Science EDITED BY L. H. BAILEY IRRIGATION AND DRAINAGE IRRIGATION AND DRAINAGE PRINCIPLES AND PRACTICE OF THEIR CULTURAL PHASES BY F. H. KING Professor of Agricultural Physics in the University of Wisconsin; Author of "The Soil" THE MACMILLAN COMPANY LONDON : MACMILLAN & CO., LTD. 1899 All rights reserved COPYRIGHT, 1899 BY F. H. KING printer? J. Horace McFarland Company Harrisburg-, Pa. PREFACE MOST works on irrigation have been written from the legal or sociological standpoint, or from that of the engineer, rather than from the cul- tural phases of the subject. The effort is made here to present in a broad yet specific way the fundamental principles which underlie the methods of culture by irrigation and drainage. Distinc- tively engineering principles and problems, as such, have been avoided, and so have those of plant husbandry. The aim has been to deal with those relations of water to soils and to plants which must be grasped in order to permit a rational practice of applying, removing or conserving soil moisture . in crop production. The immediately practical problems, from the farmer's, fruit-grower's and gardener's standpoints, with the principles which underlie them, are presented in as con- crete and concise a manner as appears needful to build up a rational practice of irrigation culture and farm drainage ; and the effort has been to broaden the conceptions of general soil (v) Preface vi management, even when neither irrigation nor drainage is practiced. Great pains has been taken to personally inspect the irrigation practices of both humid and arid climates in this country and in Europe, to gain a broader view of essential details, and to secure suitable illustrations, which are presented largely as photo -engravings, in the hope of getting closer to the spirit of the subject. Free use has been made of all available litera- ture on the subject, and credit is given throughout the body of the text to various writers and works. F. H. KING. UNIVERSITY OP WISCONSIN, March, 1899. CONTENTS INTRODUCTION (pages 1-65) GENERAL REMARKS ON THE IMPORTANCE OF WATER PAGES Definition of irrigation and drainage — Importance of water in crop production — Plants adapted to intermittent watering — Variation in the capacity of soils for water — Adaptation of plants to soils of different water capacity — Variations in soils and in rainfall may make irrigation or drainage needful — Better aeration and deeper root feeding in arid soils — Explanations not entirely satis- factory 1-9 The Advantages of Abundant Supply of Soil Moisture. — Large * volumes of water generally needed — Part played by water in crop production — Relation to plant life — Relation to soil microbes — Rains and irrigation may start formation of nitrates by diluting soil moisture — Relation of drain- age to development of nitrates and soil fertility — Soil water dissolves ash ingredients of plant -food — Water causes oxygen, carbon dioxide and nitrogen to enter the soil 9-15 Water only One of the Necessary Plant -foods. — Difference in value of water for plant-food — More water used than any other substance 15, 16 Amount of Water Used by Plants. — Relation of climate to water used — Treatment of soil affects amount of water used — Irrigation and drainage modify amount of soil moisture — Apparatus used in measuring water used by plants — Aims of the experiments — First trials with oats, barley and maize — Field results with maize — Changes of soil moisture in field — Experiments with oats and barley — Experiments of 1893 to 1896 16-38 (vii) viii Contents PAGES Variations in the Amount of Water Used by Plants. — Two years compared — Field and plant-house yields compared — Loss of water in a saturated air — Amount of water required to produce one ton of dry matter 39-4G The Mechanism and Method of Transpiration in Plants. — Transpiration and breathing — Structure of barley leaf — Inevitable loss of water by evaporation makes demands large — Amount of air breathed by clover to secure the needed carbon — Changes in humidity of air over a clover field — Assimilation of carbon takes place only in sun- shine— Breathing pores in leaves — How stomata per- mit and prevent loss of water — Structure of breathing pores 46-54 Mechanism ty ivhich Land Plants Supply Themselves with Water. — Part played by roots — Essential features of roots — Only the newer portions active in absorbing moisture — How water is taken up — Rate of feeding slows down as thickness of film becomes less — Root hairs acid and may hasten solution of plant-food — Need of great extent of root surface —Distribution of roots in soil — How roots advac-ce through soil — The root-cap. . . . 54-65 PART I IRRIGATION CULTURE CHAPTER I THE EXTENT AND GEOGRAPHIC RANGE OF IRRIGATION (pages 66-90) Tlie Antiquity of Irrigation.— In Egypt — In Assyria — By the Phoenicians — Early Grecian and Roman — In China — In Mexico and Peru 66-72 Extent of Irrigation.— In the Po valley — In Sicily — In Spain — In France — In Switzerland — In Belgium — In Denmark— In Austria-Hungaria — In Bavaria — In Eng- land— In India — In Ceylon — In Australia -In other Contents ix PAGES parts of Asia — In Algeria — In Egypt — In Cape Colony — In Madagascar — In the Hawaiian Islands — In Java — In South America — In the Argentine Republic — In Western United States — Amount of land irrigated 72-89 The Climatic Conditions Under which Irrigation Has Been Practiced. — Amount of rainfall where irrigation has been practiced — Distribution of rain with reference to the growing season 89, 90 CHAPTER II THE CONDITIONS WHICH MAKE IRRIGATION IMPERATIVE, DESIRABLE, OR UNNECESSARY (pages 91-116) Objects of Irrigation. — To establish right moisture relations —To increase fertility — To change texture of soil — To build up low areas — For sewage disposal 91-94 The Least Amount of Water which Can Produce a Paying Crop. — Importance of the subject — Amount of water needed for wheat — Slow rate of evaporation from dry soil — Average yield of wheat as related to rainfall — Dry farming 95-101 Like Amounts of Rainfall not Equally Productive. — Differ- ences in yield and in rainfall — Causes of differences . . 101-106 Frequency and Length of Periods of Drought. — Abundant watering at short intervals needful — Type of rain dis- tribution— Ineffective rains — Length of rainfall periods in Wisconsin — Yield of crops compared with rainfall — Length of too long periods of no rain — Yields due to rainfall and to irrigation compared 106-110 Conditions which Modify the Effectiveness of Eainfall. — In- fluence of soil texture — Amount of moisture in soil when growth is checked — Loss of water by percolation — Rapid percolation chief cause of poor yields — Supple- mentary irrigation helpful on light lands — Topographic conditions influencing effectiveness — Sub -irrigation may supplement rainfall 110-116 x Contents CHAPTER III THE EXTENT TO WHICH TILLAGE MAY TAKE THE PLACE OF IRRIGATION (pages 117-170) PAGES The Insufficiency of Water to Irrigate all Cultivated Lands. — Discharge of the Mississippi river — Mean annual run- off for the United States — Proportion of cultivated fields which might be irrigated 117-120 Most which may ~be Hoped for Tillage in the Use of Water. — Do soils take moisture from air to helpful extent f — Tillage does not diminish transpiration in plants, and cannot dispense with water 120, 121 TJie Amount of Rain Needed to Produce Maximum Crops in Humid and Sub -humid Regions. — Acre -inches required for a pound of dry matter — The amount of available rainfall in the United States — Effective rainfall of 13 states — Theoretical yields which may be expected 121-125 The Distribution of Rain in Time Unfavorable to Maximum Yields. — Mean yields of barley, oats and maize in 13 states — Small mean yields, due to unfavorable dis- tribution of rain 125-127* Methods of Tillage to Conserve Moisture often Ineffective. — Cultivation inapplicable — Meadows and pastures — Mean yield of hay in 13 states — Relation of yield of hay to effective rainfall — Tillage methods only partly appli- cable to small grains 127, 128 Tillage to Save Moisture is Chiefly Effective in Saving Winter and Early Spring Rains. — Late rains largely absorbed by the surface three inches — Roots develop close to the surface in late summer 128,129 Midsummer and Early Fall Crops Difficult to Raise without Irrigation. — Summer rains less effective — Yields of sec- ond crop clover — A crop of barley and hay the same season.. . 129-131 Contents xi PAGES Fall Plowing to Conserve Moisture. — How most effective — Amount of moisture saved — Most important in sub- humid climates — Applicable to orchards and small fruits 131-133 Subsoiling to Conserve Moisture. — Magnitude of the effects — Duration of the effects 133-138 Explanation of Effects of Subsoiling. — Increases water ca- pacity of soil stirred— Decreases the capillary conduct- ing power — Allows the water to enter soil more deeply — Larger per cent of water available to crops 139-142 Earth Mulches. — Conditions modifying effectiveness — Loses in effectiveness with age — Other mulches — Too close pasturing wasteful — Value of surface dressings of ma- nure— Harrowing and rolling small grains after they are up 142-147 Early Tillage to Save Moisture. — Amount saved — Most effective tools — Early stirring rather than early planting 147-15 1 Danger of Plowing Under Green Manures. — Catch crops in humid and sub-humid climates 151-153 Summer Fallowing in Eelation to Soil Moisture 153,154 Influence of Summer Fallowing on Soil Moisture and on Plant-food 154-157 Old Systems of Intertillage. — Jethro Tull's method — Hunter's modification — The Lois-Weedon system — Planting and tillage to utilize the whole rainfall — Distance roots of corn and potatoes spread laterally — Distribution of moisture in potato field— Lateral feed- ing of oats — Horse -hoeing grain a form of summer fallowing 157-163 Frequency of Tillage to Conserve Soil Moisture. — Should often take place at the earliest possible moment — Dan- ger from late tillage 164,165 xii Contents PAGES TJie Proper Depth of Surface Tillage and Ridged and Flat Cultivation. — Depth of early tillage — Deep ridges objec- tionable— Ridge cultivation may be advisable for potato culture • • • 165, 166 Rolling in Relation to Soil Moisture. — Firming the surface to establish capillary connection with the soil below — Rolling may warm soil — Rolling may bring water to the surface— The press drill 166,167 Destructive Effects of Winds.— Conditions for injury— De- structive effects on sandy lands — Influence of groves and hedgerows on evaporation — Protective influence of grass — The value of hedges in windy sections 168-170 CHAPTER IV THE INCREASE OF YIELD DUE TO IRRIGATION IN HUMID CLIMATES (pages 171-195) Importance of the Amount and Distribution of Water in Potato Culture, and the Advantage of Irrigation in Cli- mates like Wisconsin. — Time and method of planting — Amount of water used — Differences in yield 171-175 Effect of Supplementing the Rainfall in Wisconsin for Cab- bage Culture.— Method of planting — Weight of heads- Influence on yield of thick and thin planting — Amount of water given crop 175,176 Effect of Supplementing the Rainfall ivith Irrigation on the Yield of Corn. — Difference in yield and in water used. . 176-178 the Effect of Supplementing the Rainfall ivith Irrigation on tin Yield of Clover and Hay 178,179 A Crop of Barley and a Crop of Hay the Same Season 179-181 Effect of Supplementing the Rainfall for Strawberries Contents xiii PAGES Closer Planting Made Possible ~by Irrigation. — Breathing room in the soil limited — Soil temperature lowered by close planting — Amount of sunshine limited — Ten- dency to lodge when planted too close — Possible insuf- ficiency of carbon dioxide — Amount of carbon used by maize 181-187 The Maximum Limit of Productiveness for Maize. — Mean weight of plants — Maximum yields computed — Observed yields 187-190 Observed Yields of Maize per acre, Planted in Different Degrees of Thickness and with Different Amounts of Water. — Yields of dry matter— Yields of shelled corn. . 190-193 Influence of Thick Seeding and Irrigation on the Develop- ment of the Plant. — Lengthening of the nodes 193-195 CHAPTER V AMOUNT AND MEASUREMENT OF WATER FOR IRRIGATION (pages 196-221) The Maximum Duty of Water in Crop Production 196-199 Conditions which Modify the Amount of Water Required for Irrigation. — Peculiarities of crop— Character of soil — Character of subsoil — Character of rainfall — Frequency and thoroughness of cultivation — Closeness of planting — Fertility of land— Frequency of applying water 199-208 Amount of Water Used in Irrigation. — In Italy — In Spain and France — In Egypt — General tables — Mean amount — For sugar cane — Highest probable duty, table — Bushels of grain per cubic foot of water, table 208-217 Duty of Water in Eice Culture 217,218 Duty of Water on Water-meadows 219,220 Duty of Water in Cranberry Culture 220,221 xiv Contents CHAPTER VI FREQUENCY, AMOUNT AND MEASUREMENT OF WATER FOR SINGLE IRRIGATIONS (page 222-247) PAGES Amount of Water for Single Irrigations. — Soil leaching in humid climates — Conditions which determine the amount of water used — Conditions which determine the frequency of irrigation 222-224 Capacity of Soils to Store Water under Field Conditions. — Amount of soil moisture when growth was checked— Upper and lower limits of best amount — Amount needed for one irrigation 224-227 Depth of Root Penetration. — Prune on Peach — Apple — Grape — Raspberry — Strawberry — Alfalfa 227-234 Frequency of Irrigation.— Theoretical — For wheat— For maize — For clover, alfalfa and meadows — For potatoes —For rice 234-239 Measurement of Water. — Necessity — Advantages 239 Units of Measurement. — Acre-inch — Acre-foot — Second- foot— Miner's inch 239-241 Methods of Measurement. — Time division— Subdivision of laterals — Use of divisors — Use of modules 241-247 CHAPTER VII CHARACTER OF WATER FOR IRRIGATION (pages 248-268) Temperature of Water for Irrigation.— Rest temperature — Danger from cold water — Amount soil temperature may be lowered 248-251 Fertilizing Value of Irrigation Water. — Amount in two acre- feet 251-253 Sewage Water for Irrigation. — On Craigentinny meadows — Healthfulness of milk from sewage grass 253-258 Contents xv PAGES The Value of Turbid Water in Irrigation. — Rio Grande — Po— Nile— Durance. 259, 260 Improvement of Land by Silting. — Warping or colmatage — Silting of gravelly soils 261-264 Opportunities for Silting in Eastern United States.- — In Wis- consin and Michigan — In New York and New Jersey — In the South. . 264-266 Alkali Waters not Suitable for Irrigation. — Safe and unsafe alkali waters 266-268 CHAPTER VIII ALKALI LANDS (pages 269-289) Characteristics of Alkali Lands 269, 270 Causes of Injuries by Alkalies. — Plasmolytic effects — Toxic effects 270, 271 How Alkalies Accumulate in the Soil.— By capillarity — In marsh soils by underflow 272-274 Intensive Farming may Tend to the Accumulation of Alkalies. 274, 275 Amount of Soluble Salts which are Injurious in Soils. — Con- clusions of Plagniol — Of Deherain — Of Gasparin — Of Hilgard— Plasmolytic action 275-278 Composition of Alkali Salts. — In California— In Washington. 278-280 Appearance of Vegetation on Alkali Lands. — In arid regions — In humid regions 281-283 Conditions which Modify the Distribution of Alkalies in Soil. —Tillage — Shading— Action of roots 283, 284 Use of Land Plaster to Destroy Black Alkali. — Hilgard ?s conclusions 284, 285 Kinds of Soil which Soonest Develop Alkali 286 Correction of Alkali Water before Use in Irrigation 287 Drainage Must be Ultimate Remedy for Alkali Lands 287-289 xvi Contents CHAPTER IX SUPPLYING WATER FOR IRRIGATION (pages 290-328) PAGES Diverting River Waters. — Sirhind canal — Kern Island canal — Dangers from seepage — Redlands system — Redwood pipe line — Inverted siphon — Redwood flume — Cement flume— Cement hydrants 290 304 Diverting Underground Waters. — By submerged dams — By submerged canals — By tunnels 304, 305 Diverting Water by Tidal Damming 306 Diverting Water by Power of the Stream. — Undershot wheels — Bucket wheels — Turbines — Hydraulic rams — Ram- ming engines— Siphon elevator 306-310 Utilising Storm Waters for Irrigation 311, 312 Wind Power for Irrigation. — Record of experiments 312-316 Water Pumped in 10 -day Periods. — Number of acres a windmill may irrigate 316-318 Necessary Conditions for the Highest Service with a Wind- mill.— Good exposure — More than one pump — Storage system 318,319 The Use of Reservoirs. — Construction— Size to supply given areas 320-323 Pumping Water with Engines. — Cost with gasolene— With steam— In Egypt 324 327 Use of Animal Power for Lifting Water for Irrigation. — Persian wheel — Bucket pump— Doon- Shadoof 328 CHAPTER X METHODS OP APPLYING WATER IN IRRIGATION (pages 329-402) Principles Governing the Wetting of Soils. — Influence of texture — Effect of soil becoming dry 330-334 Contents xvii PAGES Principles Governing the Puddling of Soils. — Character of puddling — Bad effects — Precautions to prevent 334-336 Principles Governing the Washing of Soils. — The common mistake — What constitutes good irrigation — Methods which prevent washing 337, 338 Field Irrigation by Flooding. — Two different types — Used most where intertillage cannot be practiced — Flooding by running water — As practiced in Colorado — Where slopes are steep — Where fields are short — Flooding by checks — Size of checks — Forming checks— On irregular slopes — Handling the water — Large systems - Forming check ridges 338-350 Fitting the Surface for Irrigation. — Leveling devices — Shuart land grader — French land grader 351, 352 Field Irrigation by Furrows.— Adapted to intertillage crops — Watering before planting — Irrigation of potatoes — Watering alternate rows— Lateral spreading of water — Effect on yield— Watering sugar beets and maize . 352-359 Water-meadows. — Laid out for continuous flow— System at Salisbury, England — In Italy — In Belgium — Mountain meadows 359-365 Irrigation of Cranberries. — Laying out the marshes — Rapid flooding and draining — Irrigation of small fields by pumping 365-368 Irrigation of Eice Fields. — South Carolina system — Trunks — Germinating the rice — Dry hoeing — Irrigation after dry growth stage — Prevention of red rice — Upland irri- gation 368-373 Orchard Irrigation. — Furrow method best — Capillary spreading of water — Distributing flumes — Foot ditch — Watering by ring furrows 373-381 Cultivation after Irrigation. — The cardinal principle — Forms of orchard cultivators — Importance of cultiva- tion in humid climates 381-383 xviii Contents PAGES Small Fruit Irrigation. — Frequent irrigation needed for strawberries — Watering alternate rows to facilitate picking 383, 384 Garden Irrigation. — Bed irrigation — Bailing system — Ridge and furrow method — Basin flooding — At Gennevilliers — At San Bernardino 384-391 Irrigation of Lawns and Parks. —Inadequacy of spraying — Rainfall of humid climates not usually sufficient. 391-396 Sub -irrigation. — Not economical of water — Water not ap- plied where most effective — Unequal wetting of the soil— First cost heavy — May be applicable in certain cases 396-402 CHAPTER XI SEWAGE IRRIGATION (pages 403-414) Objects Sought in Sewage Irrigation. — Destruction of or- ganic products — Utilization of fertility carried 403 Climatic Conditions Favorable to Sewage Irrigation. — Warm climates best suited — Cold soils chiefly filters — Large area required for winter handling 404, 405 Process of Sewage Purification by Irrigation and Intermit- tent Filtration. — Essential conditions — Effect of too rapid application 405, 406 Soils Best Suited to Sewage Irrigation. — Lighter loams and sandy soils— Any soil adapted if area is sufficient 406 Desirability of Wider Agricultural Use of Sewage in Irriga- tion.—'Examples of valuable results — Sections of country specially adapted to it 406-409 Crops Suited to Sewage Irrigation. — Grass, most generally —Soil for intertillage crops fertilized by winter irriga- tion—Potatoes at Croyden— May injure grass if applied in winter 409-413 Influence of Sewage Upon the Health.— At Gennevilliers — Purity of effluent compared with well water 413, 414 Contents xix PART II FARM DRAINAGE CHAPTER XII PRINCIPLES OF DRAINAGE (pages 415-466) PAGES The Necessity for Drainage. — Removal of injurious salts — Better soil ventilation — Makes the soil more firm 416, 417 The Demands for Air in the Soil. — Supply of free oxygen — To lessen den itrifieation— Facilitates chemical changes- . 418, 419 How Drainage Ventilates the Soil. — Permits roots and bur- rowing animals to go deeper -- Develops shrinkage checks — Favors granulation of soil — Barometric and temperature changes — Suctional effect of rains 419-421 Too Thorough Aeration of the Soil. — Leads to destruction of humus — Care of open soils 421,422 Drainage Increases the Supply of Available Moisture for Crops. — Deeper root penetration — Stronger capillarity — Stronger nitrification — Deeper ground water more available 422, 423 Soil Made Warmer by Drainage. — By lessening surface evaporation — By lowering specific heat — Observed differences of temperature 423-425 Importance of Soil Warmth. — Relation to germination — Hastens development of plant -food 425-428 Conditions under which Land Drainage Becomes Desirable. — Lands subject to frequent overflow — Lands with strong underflow near surface — Tidal plains — Flat lands with heavy subsoils 428 Origin of Ground Water and its Eelation to the Surface. — Vertical movement of rains — Surface of ground water Lines of flow — Growth of rivers 429-435 xx Contents PAGES Rate at which Ground Water Surface Rises away from the Drainage Outlet. — In tile-drained field — Where not tile-drained 435, 436 Depth at which Drains should ~be Placed. — Kind of crop — Seasonal changes of ground water — Character of soil — Distance between drains 436, 437 Distance Between Drains. — Texture of subsoil — Depth of drain— Interval of time between rains or irrigations — Climatic conditions 437, 442 Kinds of Drains. — Closed — Open — Stone — Wood — Brick —Peat— Tile— Cement 443-445 How Water Enters Drains. — Bate through the walls — Through the joints — Care in making close joints — Use of collars 445, 446 Fall or Gradient of Drains. — Highest practicable — Selecting course for the main — Care in laying to grade — Change of grade— Use of silt well 447-449 Size of Tile. — No specific statement possible except where all details are known — Size increases with length — Seldom smaller than three inches in diameter — Example of sizes and lengths 449-452 Outlet of Drains. — Should have a clear fall — Precautions against injury from frost — Connecting laterals with mains 453 , 454 Obstructions to Drains. — From roots— Kinds of trees most troublesome 455, 456 Laying Out Systems of Tile 456-459 Intercepting the Underflow from Hillsides 459, 460 Draining Sinks and Ponds. — By intercepting surface drain- age— By subdrainage 460-462 The "Use of Trees in Drainage 4r>2, 463 Contents xxi PAGES The Use of the Windmill in Drainage. — Arrangement for winter pumping — Subirrigation as an adjunct 463, 464 Lands which must be Surface Drained. — Ancient lake bot- toms underlaid with clay — Sections where there are no natural surface outlets 464-466 CHAPTER XIII PRACTICAL DETAILS OF UNDERDRAINING (pages 467-492) Methods of Determining Levels. — Kinds of levels 469-471 Leveling a Field. — Making contour map — Using the level. . 471-473 Location of Mains and Laterals. — Securing the greatest fall 474-476 Staking Out Drains. — Grade pegs 476, 477 Determining the Grade and Depth of Ditches. — Method of marking stakes for use of ditchers .„ 477-481 More than One Grade on the Same Drain 481 Digging the Ditch. — Tools used — Method of procedure — Methods of filling 481-488 Cost of Under dr ainin g . — For mains— For laterals 489-491 Peat Marshes 491, 492 IRRIGATION AND DRAINAGE INTRODUCTION GENERAL REMARKS ON THE IMPORTANCE OF WATER THE watering of land, which is irrigation, and the withdrawal of such part of that water as does not evaporate, which is land drainage, are two methods, one the opposite of the other ; but, looked at in the broadest sense, both are natural, and each is as old as the time when the rains descended upon the first lands which rose above the ocean's level. The periodic watering and draining of the earliest rock fragments which covered the earliest lands, and which came to be the earliest soils, constituted at once the most primitive, the most profound, and the most persis- tent environment to which all forms of land -life have been forced to adapt themselves. Since the very earliest forms of life probably came into being in the water, and were composed in large measure of it, it is not strange that we yet know of no forms which can live without water, and to which, indeed, water is not the most fundamentally important substance and food. It is so. not more because it makes up so large a part by weight of all living and A (1) 2 Irrigation and Drainage growing parts of plant life, than because it is the medium in which the transformation of the crude materials into assimilable food -products takes place, and through and by means of wrhich these products are transported to their destinations at the various points of growth. It is only when we fully appreciate the important role played by water in crop production, that we are in position to see how necessary to large yields is the right amount of water at the right time, and thus be led to insure to our crops a sufficient irrigation and an adequate drainage. Since the falling of rain upon soils has always been intermittent in its character, and during the in- tervals of fair weather a part of the water so given to the soil has been lost by drainage, land vegetation, during its evolutionary stages, has become fitted to do its best work when the soil is watered once in about so often, and when that soil retains a certain amount of the rain which falls. But the intervals between rains in almost all countries are irregular in length, and the amount of rain which falls at one time also varies between very wide limits, so that in many if not in the majority of climates, those seasons are rare indeed when a crop can be carried to maturity with the soil containing at all times the best amount of moisture. This being true, there will occur times with almost all soils when they would give larger yields if they could be artificially irrigated or artificially drained, according as the period is one of deficient or of exces- sive rain. But not all soils are alike in their capacity for re- Soil Texture in Relation to Rainfall 3 taining moisture and of permitting it to drain away, and this being true, under one and the same conditions of rainfall one field might be benefited by irrigation while another one would profit by better drainage. It is this fact of varying capacity of soils to store water for given periods of time that, in the long strug- gle for existence and of fitting and refitting among plants, has led to the evolution of certain species which can thrive best in a soil of coarse texture, re- taining but small amounts of water for any length of time, while other species have become adapted to the soils of finer texture and higher water capacity. This is a fact of fundamental importance, not only in decid- ing what crops may be grown in a given soil, but whether or not it will be desirable to irrigate such lands beyond the natural rainfall. A soil of fine texture is spoken of as the best grass land, for example ; but this has reference, in a very large degree, to a certain amount and frequency of rainfall, which chances to be such as to maintain for the grasses the amount of water in the soil under which they have become accustomed to grow best. If there were another soil in the same locality, of similar composition but of coarser texture, and so of smaller water capacity, it is most probable that this soil would be converted into equally good grass land, giving just as large or even larger yields per acre, if only the natural rainfall were supplemented by artificial irri- gation, so as to hold the water of the soil up to that quantity which the grass has become accustomed, by long breeding, to use. 4 Irrigation and Drainage Then, again, on the other hand, the soil which for a given climate is so close-grained that it does not drain sufficiently between rains to leave it dry enough for those crops which have become accustomed to the smaller water capacity of the coarser soils, may be all right for the dry -soil crop, provided it occurs in a locality of smaller or less frequent rainfall. Or, again, in the region of heavier rainfall, this soil may be fitted for the dry-soil crop by thorough under- draining, when the lines of tile are placed close enough to draw down the water to a sufficiently low point to leave the soil with the amount of moisture which is suited to the crop in question. Another soil may be very deep and exceptionally well aerated, on account of its peculiar texture, so that the roots of cultivated crops easily penetrate it to much greater depths than is possible in the closer, more compact, non-aerated subsoils of other localities. When this is the case, as appears often to be true in arid and semi -arid climates, notably in parts of the San Joaquin Valley, in California, the smaller rain- fall of the winter season penetrates the soil so deeply, and returns to the surface by capillarity so slowly, that fair and even large crops are often raised on these soils without artificial irrigation, yet not a drop of rain may fall upon the land from May first to Septem- ber. So different are the conditions in humid soils, like those of the eastern United States, that even a period of ten days without rain, especially if it occurs in the height of the growing season, is sure to bring marked distress even to field crops like maize. Apparently High Service of Water 5 One of the most striking features of the arid sec- tions of the United States, which attracted the writer's attention during his travels through the West, was this apparently greater service of water in crop production than is realized in the more humid climate of the east- ern section of this country. Reasoning from general principles, one is naturally led to anticipate that in an exceptionally dry atmosphere and under a clear sky, such as we have in the western United States, the rate of evaporation, both from soil and vegetation, would be exceptionally rapid, and hence that enormous quan- tities of water would be required in crop production, when compared with the demands of crops under more humid conditions. Such, however, does not appear to be the case, and it is this fortunate relation which makes it possible for larger areas to be placed under irrigation with the limited amounts of water than would be possible were the conditions of the soil more like those of humid climates. It is not easy to assign a thoroughly satisfactory set of reasons for this marked diiference without a more detailed study of the field conditions than has yet been made. It seems quite probable, however, that prominent among the reasons to be assigned for these differences is the one to which reference has already been made : namely, the texture of the soil, which allows the water to distribute itself evenly and rela- tively deep in the soil, and it does not return readily and rapidly by capillarity to the surface to be lost. 6 Irrigation and Drainage In passing south from San Francisco, through Lath- rop, Merced and Fresno, to Bakersfield, in California, we pass across a long stretch of country where there is at present relatively very little irrigation, and yet through all of the country north of Merced wheat has been extensively grown, and during the early years, when the soil was new, large yields per acre have been realized without irrigation, the crop depending upon the rain which falls during the rainy season of winter and sinks into the soil, to be later used by the deeper feeding roots. In discussing the matter with Professor Hilgard, he informed me that the roots of crops penetrate these soils much more deeply than is normal to them under other conditions, and that some plants, when brought here, really change their habits of root growth through a dying off of the normal surface feeders on account of an insufficiency of moisture in the upper layers. Professor Hilgard further informed me that over much of the state of California the rains only wet down a relatively short distance, and that beneath this zone of moistened soil the balance is often almost air -dry, extending, in certain cases which have come under his observation, to depths as great as forty feet. Where such conditions as these exist there is, of course, no possibility of crops deriving a supply of moisture through natural sub - irrigation from waters from the foothills or higher mountain masses which rise above the plains. My own observations on the soils of humid cli- mates convince me that the zone of dry soil to which re Apparently High Service of Water iference has been made must act as a powerful ad- junct in the retardation of both capillary and gravi- tational movements of water below the reach of deep root feeding ; and if this is true, practically all loss of water by downward percolation is prevented, and the whole rainfall not lost by surface evaporation becomes available for crop production. There is another condition, brought about by the presence of the layer of air - dry soil beneath the moisture -bearing zone, which in humid regions only exists in exceptional localities, and which may have an important influence in making a larger part of each year's rainfall available for crop production. I refer to the possibility of the large amount of air stored in the air -dry soil beneath the moist layer contributing to deep soil breathing. By slow diffusion upward, and by movements induced by changes in atmospheric pres- sure, the roots may be supplied with oxygen from be- low as well as from above, and thus have their feed- ing depth lowered on this account beyond what is usual in humid soils. So, too, it appears to be quite possible that nitrification and other biologic processes may be permitted to go forward under these condi- tions, when in humid soils they are largely prohibited for lack of sufficient aeration. These suggestions, however, do not appear to offer an adequate explanation of the ability of crops to reach maturity in the arid soils of the West without irrigation, when there is no rain for such long inter- vals ; for, as we approached Merced from the north, a very sandy belt of land was passed which was white 8 Irrigation and Drainage and glistening in the sun, and which drifted as badly as much of apparently similar land in Wisconsin, and yet on these coarse sands wheat was being harvested which would give larger yields than would be expected on such lands in Wisconsin with a summer rainfall of not less than ten inches. But here the crop had stood and matured from early May until the end of July without irrigation and without rain. One is led to question whether it may not be true that, under the stress of such arid conditions of both atmosphere and soil, plants of some kinds may develop a texture of a closer nature, with fewer and smaller breathing pores, and thus reduce the loss of moisture through their surfaces much below what is normal to the same species under more humid conditions of soil and atmos- phere. Such a question could, of course, readily be settled by a proper comparative study of tissues de- veloped under the two conditions ; but, so far as we know, it has not yet been done. It should be said, however, in this connection, that the seemingly greater service of water to which reference is here made may be more apparent than real. The climate of the region being warm, and wheat being sown from the begin- ning of the rainy season in November until the end of January, there is much time for the crop to germi- nate, and to get its root system thoroughly established in the ground, and to have made a very considerable growth, before the close of the rainy season early in May. There are left, then, only the months of May and June during which the crop must complete its growth without rain. It is true that this is a long Advantages of Abundant Moisture 9 period, and in humid climates, where the growth of vegetation can only begin in March or April, even though the rainfall were the same as in the San Joaquin Valley, crops like wheat could not be matured ; and it is quite possible that this would also be true of the country in question did it have an ice-bound winter. In the vicinity of Fresno, California, where a large acreage of raisin grapes are grown on a sandy loam, generally without irrigation, it is the belief of many of the growers that their vineyards derive not a little moisture through a seepage from the canals and ditches of the district, whose waters are more generally used in the irrigation of alfalfa ; but, as many of these vineyards are considerable distances from both canals and ditches, it is, perhaps, more probable that the grapes survive through extremely deep and wide root- feeding and, perhaps, small foliage evaporation. It is the naturally small water capacity of the Fresno soils, and those referred to near ^ Merced, which makes it so difficult to understand how, even with very wide and deep root -feeding, moisture enough could be gathered to maintain growth and carry a crop to maturity without rain during the summer season, and without irrigation. ADVANTAGES OF AN ABUNDANT SUPPLY OF SOIL MOISTURE While there are such cases as those cited above, in which plants appear to thrive and to produce fair yields with relatively small amounts of water, yet it 10 Irrigation and Drainage is a matter of universal experience in humid climates that on clayey soils heavy protracted spring rains con- tribute more to the production of large crops of grass than all the manure which farmers can put upon their lands, and that with dry springs fertilizers, of what- ever sort and however applied, are of but little avail. So, too, four weeks of copious, timely, warm rains fall- ing upon fields of potatoes after the tubers begin to set, and of corn after the tassels and silk begin to form, are certain to be followed by enormous yields, even when the soil is not rich, unless frost or disease intervenes. On the other hand, let the tuber and grain- forming period of these crops be one of drought, and it is only those soils which are most retentive of mois- ture, and which have been most skillfully handled, that are able to mature even moderate yields, though the land be very rich. What, then, do warm spring and summer rains and warm, sweet irrigation waters do in the soil which con- tributes so much to plant 'growth ? In the first place, it is only through the soil, where very extensive absorb- ing surfaces of root hairs are developed, that plants are able to obtain the very large amounts of water they need for food and for the maintenance and carry- ing forward of the physiological processes which are associated with plant growth. But it is not alone for the crop which is being grown upon the ground that water is needed in the soil ; for it must never be forgotten that there are living within the dark recesses of the soil organisms of various kinds upon whose normal and vigorous activity depends, in Advantages of Abundant Moisture 11 a high degree, the magnitude of the specific crop which is to be harvested. The germs which react upon the dead organic matter in the soil, converting it into ammonia, the germs which change the ammonia into nitrous acid, and the germs which transform the nitrous acid into nitric acid, — which is the real nitrogen supply of most of the higher plants, — each and all are depend- ent for their proper activity .upon the right amount of moisture in the soil. Then, there are those symbiotic forms of lowly organisms whose great mission it is to take the free nitrogen from the air and compound it into such forms as shall leave it available for the higher plants, and which, like all other forms of life, must have water and to spare if they are to perform their work. Let the water content of any soil be reduced below a certain amount, and all of these vital processes are inevitably slowed down ; let it be reduced to a still lower degree, and the whole line is at a com- plete standstill. Now, in humid regions, where the subsoils are much of the time water -logged, and where, as a consequence of this, there is but little soil ventilation, the plant- food builders to which reference has just been made are all of them forced into a thin zone close to the surface of the ground, where their work must all be done ; but if this surface zone is allowed to become dry, then the nitrogen - supplying processes must come to a standstill, and the crop which is growing above the ground must have its growth checked, even though it has put its roots down into the subsoil where mois- ture for its own purposes may be had. Indeed, we may 12 Irrigation and Drainage well believe that one of the chief causes which has led the higher plants to send their roots foraging so deeply into the ground is this great need of water in the sur- face layer, where the nitrogen suppliers dwell, and for the express purpose of not drawing upon this supply too extensively, and thus leaving the surface soil to become too dry. It is true that when heavy rains come, or when irrigation waters are applied which lead to the percolation of water downward, the nitrates which have been formed at and near the surface are dissolved and more or less completely washed more deeply into the ground, where the deep -running roots are in position to take advantage of them and prevent their being lost ; and thus a double gain is secured. Let us call attention to another important principle. In the soils which have been highly manured, or which are naturally well supplied with organic matter ready for decay, large amounts of nitrates are rapidly formed. Under such conditions the moisture which invests the soil grains rapidly approaches saturation, and finally reaches a point when it is carrying so many salts in solution that the water is no longer suitable for the use of the germs which have given rise to the salts, and their activities are on this account brought to a standstill. But let a rain come which produces perco- lation, or let the field be irrigated sufficiently to pro- duce the same effect, and at once the salts which have been inhibiting the nitrate -forming process are washed out and a fresh supply of water is left, which at once becomes a stimulus for increased activity, while the ready -formed salts containing nitric acid are carried Fertility Influenced "by Drainage 13 to a lower level, where they may be taken up by the deeper -feeding roots. Here, then, we are led to see one of the ways in which water, applied at the sur- face at opportune times, acts as a wonderful stimulus to plant growth. If, now, we turn from the irrigation to the drain- age side of the same problem, we shall see in another way how fundamentally important this principle is. Let a soil be inadequately drained, and the roots of the plants will be forced to occupy the surface soil, for they cannot abide in the water -logged region. Then, if heavy rains come and percolation results, all of the unused nitrates which may have been in the soil at the time are at once washed below the roots, and perhaps entirely lost to the crop. But, on the other hand, if the soil had been properly drained, so that the roots of the crop could have been two, three or four feet below the surface, then, as has been pointed out, the nitrates would have been washed to the roots, where they would have become at once available. Then, too, when a dry period comes, with all the life processes going on in the soil confined close to the surface, the great demand for water from the roots forces them at once to so completely dry out the sec- tion they occupy that a violent check is at once put both upon the plant itself and upon all the food-form- ing processes in the soil ; for, under these conditions, it is usually impossible for capillarity to keep pace with the loss of water from above, and the soil quickly becomes too dry. So far we have been speaking of the importance of 14 Irrigation and Drainage water in the soil to the direct vital processes which are going on there whenever steady growth is taking- place. But there are other processes which are purely physical, to which attention needs to be called before we have brought into view the full line of operations to which this great agent, water, leads. Other plant -foods,1 — those which contain the phos- phoric acid, potash, lime, magnesia, iron and sulfur,— must be taken from the inert solid form in the soil into solution in water before they can be of any service in plant growth, and this is another of the important roles which water has to play in the life processes of the soil. Then, too, all water used in irrigation, and even rain water, contains^1 larger or smaller quantities of plant -food, either directly in solution or borne in suspension, which adds so much to the ' fertility of the soil itself. So, too, all waters which have been exposed to the atmosphere have become charged with oxygen, carbonic acid and nitrogen, which they carry with them into the soil, and these always aid, in one way or another, both the physical and the life processes which make for fertility of the land. And, again, when a large volume of warm water falls upon or is applied to the soil, and it sinks deeply into it, it carries with it not 'only its own warmth, but also the heat which it may have absorbed from the surface of the ground ; and this warmth, carried deeply into the ground, makes the root action stronger and at the same time increases the rate of solution of plant -food from the soil grains. When we have made this brief survey of what warm Water Water only One of the Necessary Plant -foods 15 rains and sweet irrigation waters do in the soil, we may not be surprised to see the large yields of grass or of potatoes or corn it is capable of helping the soil and the sunshine to bring forth as the product of a summer's work. WATER ONLY ONE OF THE NECESSARY PLANT -FOODS In view of the facts which have just been pre- sented, it is not at all strange that the ancient Egyp- tian and Grecian philosophers, with their lack of exact knowledge and under their arid climatic conditions, should have come to believe that water is the sole food of plants ; nor that this opinion should have been held until nearly the beginning of the eighteenth century. As a matter of fact, water does contribute more than half of the materials which make up the dry matter of plants, and, as water, it constitutes from three -fourths to more than nine -tenths of their green weight. But while these are the facts, and while it is true that abundant and timely rains do make compara- tively poor soils produce large yields, it must not be inferred that, with ample and timely supplies of water applied to the soil, all else may be neglected and the hope entertained that any agricultural soil will thus be held up to a high state of productiveness for an indefinite term of years. It is a matter of universal experience that sewage waters, not contaminated with poisonous compounds and not too highly concentrated, cause lands to give 16 Irrigation and Drainage much larger returns in grass than do river, lake or well waters. The writer learned, while visiting the celebrated Craigentinny meadows near Edinburgh, that the purchasers of the grass from those lands are very particular to specify, as a condition of their purchase, that their grass shall be watered with the day sewage, which contains a higher per cent of soluble and sus- pended organic matter than that of the night ; and they are also particular to stipulate that they shall have the first rather than the second or third use of the water, knowing that water which has passed over a cultivated field or meadow has lost something of its fertilizing value. It is asserted, also, by the owners and renters of water meadows in the south of England, where the irrigation is directly from the streams, that that land which receives the water first is most benefited by it. It is true that there are those who contend that on their lands the second and third waters are as good as the first, but this is quite likely to be due to the presence in those particular soils of an abundance of the sub- stances carried by the waters. It is, however, impossible to overestimate the im- portance of water as a plant-food. It is indispensable and is used more than any other substance. It must be borne in mind, however, that irrigation waters are seldom, if ever, a complete plant-food. THE AMOUNT OF WATER USED BY PLANTS The amount of water which is required to mature crops of various kinds under field conditions varies between wide limits ; Amount of Water Used by Plants 17 but just what are the precise factors, and what their quantitative relations, is not yet so definitely known as it needs to be. The problem is manifestly a complex one, and many of the factors are obscure, and will only be made known in their quantitative relations after much patient critical work has been done having for its prime object the solution of this problem. It has already been pointed out that there appears to be relatively less water consumed in the production of a pound of dry matter under some of the conditions which exist in arid America than is required in the more humid sections of this country, and that it appears probable that a part of this differ- ence is to be sought, possibly, in adaptive functions in the plant itself and a part in the differences of soil conditions. Under the natural conditions of the field, it would be expected that very much will depend upon the character of the season ; that is, whether the season is humid or dry, whether the tempera- tures are high or low, whether the wind velocities are strong or light, and whether the amount of sunshine is more or less. Very much, too, will depend upon the soil and the character of the rainfall, whether the soil is open and the rains are frequent and heavy, so that considerable amounts of water are lost to the crop by percolation and under- drainage, or whether the soil has a retentive texture, and the rainfall is so proportioned that rela- tively small amounts are lost, nearly all being used in the pro- duction of the crop. Then, too, the manner in which the crop is disposed on the field, whether it covers the surface closely, as do the grasses and small grains, or whether considerable areas of the field are exposed to the direct action of wind and sun, as in many of the hoed crops and in orchards, must have a marked influence in determining the actual amount of water which will disappear or will need to be applied during a season, in order to maintain the best moisture conditions for the particular crop. Then, again, the treatment of the soil itself will have much to do with the quantity of water which disappears at once from the surface without in any way benefiting the crop, and also the quantity which drops at once entirely through the root zone, con- 18 Irrigation and Drainage tributing nothing to the physiological processes which are involved in the production of the harvest sought. Irrigation and land drainage are, each of them, methods of treatment of field conditions which aim to modify and control the quantitative relations of the water which the soil shall contain, and hence it becomes a matter of importance to know how much water is necessarily involved in the production of a given amount of a given crop. Much work has "been done by various investi- gators bearing upon this problem, but in all of those cases the work has been by methods and appliances which have placed the plants experimented with under such conditions that the roots were forced to develop in a volume of soil which was much smaller than field conditions usually afford. In the writer's work, how- ever, he has aimed to give the plants more nearly the normal amount of root room ; and in one series has aimed, also, to so place the experiment that the plants should be growing as nearly as possibly under the meteorological conditions of the field crop. The apparatus used for this work is illustrated in Fig. 1, where, for the first trials, 50 -gallon vinegar casks were used for pots in which to place the soil. But after the first year's work these were abandoned, and there were substituted for them, for the field work, galvanized iron cylinders 18 inches in diameter and 42 inches deep. These were placed in pits in the ground in the field, as illustrated in Fig. 1, so that the tops of the cylinders were at the level of the top of the field soil, and so that the cylin- ders in which the experimental plants were growing stood in the field surrounded by the crop of the same kind growing under field conditions. The object of placing the experiment in this manner was to secure for the plants, as nearly as possible, the meteorologi- cal conditions of the field, and these conditions were quite closely realized in all particulars except the one of soil temperature. In this particular the cylinders, being necessarily isolated from the body of the field soil in order that they might be weighed at any time, allowed the soil to take more nearly the temperature of the atmosphere than was true of the deeper layers of soil in the field, and also to be subject to wider diurnal changes in the lower por- Water Required for a Pound of Dry Matter 19 Fig. 1. Method used to measure the amount of water required to produce a pound of dry matter. tions of the cylinders than could have occurred in the correspond- ing depths in the field soil. Just how these differences of tem- perature conditions have modified the results we are not yet in a position to say, but it is not likely that they have caused very 20 Irrigation and Drainage wide departures from what would have been observed had it been possible to have measured as accurately the water consumed by the surrounding plants of the same kind which were growing at the same time in the field under every way normal field condi- tions. In all of these pot experiments, the effort has been to hold the amount of moisture in the soil at a constant quantity equal to that which was possessed by the field soil in the spring of the year, when it was in good working condition ; and this was done by weighing the cylinders periodically, usuall}7 as often as once a week, and then adding water in sufficient quan- tity to bring the weight of the cylinder back to the original amount. The cylinders were, of course, water-tight, so that the only loss was through evaporation from the surface of the soil in the cylinders and from the plants themselves. No effort has been made in these experiments to distinguish between the amount of water which actually passed through the plant and was evaporated from its surface, and that which escaped from the surface of the soil in which the plants were growing, as to do this would necessitate the covering of the soil in which the plants were grow- ing so as to prevent evaporation from it. To do this effectively would interfere with the normal aeration of the soil, and thus viti- ate the results by producing abnormal conditions. During the work of the first year, when the wooden casks were used, there was probably some loss of water through the walls of the casks, due to capillarity in the wood and evaporation from it ; but the amount was probably small, because they were all well painted. The first year's trials were with oats, barley and corn. With the oats and barley the surface of the soil was not disturbed after seeding, but in the case of the corn the ground was stirred after each watering, so as to develop a soil mulch after the manner of field culture. In each case the work was done in dupli- cate. In the table which follows are given the results of these trials : Water Used by Plants 21 *Table shoiving the amount of water evaporated from plant and soil in producing a pound of dry matter in Wisconsin in 1891 Dry matter Water per Ib. of Water as inches dry matter of rain LBS. INCHES ^} ^} Z£] Barley 1 Water used LBS. 158.3 produce LBS. 3966 Barley 2 141 03 .3488 Oats 1 224.25 4405 Oats 2 220.7 .4471 Corn 1 300.45 1.0152 Corn 2... 298.65 .9727 It will be seen from an inspection of the table that the sev- eral experiments agree among themselves as closely as could be expected, and that the barley used 13.19 inches of water in coming to maturity, the oats 19.6 inches, and the corn 26.39 inches. During the same season an effort was made to measure the water required for a crop of corn under perfectly normal field conditions. To do this two plots of ground, each 48 feet long and 42 feet wide, were planted to a local form of Pride of the North dent corn, in rows 3.5 feet apart and in hills 16 inches apart in the rows, the corn being thinned to two stalks in a hill after it had come up and was well established. At the time of planting, samples of soil were taken in 1-foot sections to a depth of 4 feet from six different places on each plot, and the water in the soil determined. This was also done when the corn was cut, in order to get a measure of the change in the water con- tent of the soil, which it was proposed to add to the measured rainfall of the growing season, to give the amount of water used. /At the time of maturity, the whole of the corn of each plot as cut and dried in a large dry-house, in order to get an exact measure of the amount of dry matter produced. There is given below the water content of the soil in the two plots at the time of planting and at the time of harvest : *Eighth Annual Report Wisconsin Experiment Station, p. 126. 22 Irrigation and Drainage *Table showing the changes in the water content of the soil upon which corn had been grown in 1890 under field conditions Dry weight of soil per cubic foot PLOT I PLOT II June 7 22.66 Sept. 16 15.75 Loss 6.91 June 7 24.93 Sept. 16 18.43 Loss 6-5 foot Ibs. Second foot 79.79 Ibs. Third foot 94.13 Ibs. Fourth foot 98.07 Ibs. LBS. PER CT. LBS. PER CT, , LBS. PER CT . LBS. 17.5 19.77 15.77 18.16 17.09 19.16 18.79 12.17 11.8 9.42 9.91 9.33 10.77 10.56 5.33 7.97 6.35 8.25 7.76 8.39 8.23 19.26 24.32 19.4 20.08 18.9 19.37 19 14.24 15.03 11.99 12.62 11.88 9.8 9.61 5.02 9.29 7.41 7.46 7.02 9.57 9.39 From this table it appears that each volume of soil four feet long and one square foot in section lost the amounts of water which follow: Plot I LBS. Loss of water in soil 27.67 Rainfall from June 7 to Sept. 16 64.72 Plot II LBS. 28.84 64.72 Total loss 92.39 93.56 17.76 inches 17.99 inches The amount of dry matter produced in these cases was, for Plot I, 450.18 pounds; Plot II, 455.36 pounds, making a yield per acre of 9,727 pounds and 9,840 pounds for the two plots respectively. Were it admissible to assume that the percolation of rain- water below the zone of root action had been exactly equaled by the rise of water into it by capillarity from the subsoil below, it would follow, from the observed losses of water and yields of dry matter, that the amount of water used for a pound of dry matter under these field conditions was 413.7 pounds for Plot I, and 414.2 pounds for Plot II. The results of a trial similar to the one just described, and with the same variety of corn, for the year 1891, gave 309 pounds of water for one pound of dry matter, on ground which had been given a dressing of farmyard manure, and 333 pounds of water for a pound of dry matter on land which had not been manured. Here we have two trials by pot culture, where everything was under *Eighth Annual Report Wisconsin Experiment Station, p. 123. Water Used by Plants 23 control, and there could be no percolation, which gave an aver- age of 301.49 pounds of water for a pound of dry matter. We also have four field trials, where there is the uncertainty of some loss of water by percolation and of some gain by capillarity from below, which gave a mean of 413.95 pounds for 1890, and in 1891 321 pounds of water for a pound of dry matter. The amount of percolation during the season of 1890 was certainly greater than it was during the season of 1891, and this may or may not be an explanation of the difference in the amounts of water used per pound of dry matter in the two seasons. In the case of oats grown under field conditions and studied in the same manner as that described for the corn, the results showed 519 pounds of water for a pound of dry matter in the one case, and 534 pounds in another case, while the average of the1 two pot experiments was 501.47 pounds of water for one pound of dry matter. So, too, in the case of field studies with barley, we had an observed loss of 537 pounds of water in one case on ground which had been fallow, but 719 pounds on ground which had not been fallow, for each pound of dry matter produced ; while the pot culture gave a mean loss of only 401.74 pounds of water for a pound of dry matter. If we count the rainfall during the growing season and the difference between the amounts of water in the soil at the time of planting and at harvest, in the several field cases, as the amounts of water used by the crop, including surface evaporation, and then compare these amounts per square foot with those added to the several pots in the pot trials, we shall have results which are given below: Table showing number of pounds of water consumed per square foot In pots In field Difference Mean amount of water per sq. ft.— Ibs 101.98 72.98 29 / Barley > Mean amount of water per sq. ft.— Ibs 79.11 58.65 20.46 Mean amount of water per sq. ft.— Ibs 137.3 63.8 73.5 24 Irrigation and Drainage From these figures it appears that while more water was lost in the field, for each pound of dry matter produced, than in the pot experiments, the amount of water used per square foot in the pots was in every case much greater than it was in the field. So, too, were the yields of dry matter, when expressed in units of equal areas, much greater in the pots than they were in the field. These relations are very suggestive, though, of course, not at all demonstrative, that the larger amount of water used per unit area in the pot experiments is to be credited with the larger amount of dry matter produced per unit area. The differ- ences are certainly in the direction we should expect if water plays the important part we have attributed to it, and if in the field experiments the several crops did not have all of the water they might have used to advantage. In 1892 pot experiments similar to those described were con- ducted with barley, oats, corn, clover, and field peas, using gal- vanized iron cylinders 18 inches in diameter and 42 inches deep, placed in the field, surrounded by the field crop, and each experi- ment being in duplicate. The results of these trials are given in the table below: Table showing the amount of water used in producing a pound of dry matter in Wisconsin in 1892 Water used Dry matter Water per Ib. of produced dry matter Computed yield Water per acre used LBS. LBS. LBS. LBS. INCHES Barley 1.... .. 216.12 .576 375.21 14,196 23.52 Barley 2.... .. 206.12 Oats 1.... .. 174.6 .3322 525.59 8,189 19 Oats 2. . . . .. 167.58 Corn 1 .. 235.96 .9905 238.22 19,184 25 Corn 2.... .. 225.24 .5657 398.15 Clover 1 .. 337.36 .5977 564.43 12,486 29.73 Clover 2.... .. 34866 % Peas 1.... .. 155.24 .3252 477.37 8,017 16.89 Peas 2.... .. 139.17 If, now, we express the relation between the amount of dry matter produced and the number of inches of water used in these trials and in those of 1891, it will be seen that the yields of dry Water Used by Plants 25 matter per acre are measurably proportional to the amount of water used by the crop in producing it. These relations are expressed in the following table: -In the field- -In cylinders- Oats in 1891 Oats in 1892 Barley in 1891... Barley in 1892... Corn in 1891 Corn in 1892 Clover in 1892... Peas in 1892 . . . Dry matter Water used Dry matter Water used LBS. PER ACRE INCHES LBS. PER ACRE INCHES 6,083 13.93 8,861 19.69 8,189 19 4,157 11.27 7,441 13.19 14,196 23.52 8,190.5 12.26 19,845 26.39 7,045.3 11.34 19,184 25.09 12,496 29.73 8,017 16.89 Now, here, in the case of the oats, the average yield of dry matter per acre in the cylinders was 4.26 tons, while in the field it was 3.04 tons. But the soil put into the cylinders in the spring was the same as that in the field and contained the same per cent of soil moisture, but there was given to the soil in the cylinders 1.39 times the amount of water which fell as rain upon the sur- rounding fields, plus the amount of water by which the soil was dryer at harvest than at seed-time ; and we had a yield 1.4 times as large. In the experiment with barley, we had an average yield of 5.41 tons of dry matter per acre in the cylinders, but only 2.08 tons in the field. There were added to the cylinders 1.63 times the amount of water which fell upon the field, plus the amount of water by which the soil was dryer at harvest than at seed-time, and we realized a yield of dry matter 2.6 times as large. There was in the field a yield of 40 bushels of grain per acre, but in the cylinders 104 bushels, and yet so far as we can see, the only advantage the barley in the cylinders had over that in the field was the increased amount of water added to the soil. In the case of corn, the yield of dry matter per acre in the cylinders was nearly 2.6 times as large as that in the field, and there was added to the soil in which this corn grew a little less 26 Irrigation and Drainage than 2.2 times the amount of water which was available for the field crop. In 1893, oats used water at the rate of 595 pounds per pound of dry matter on a sandy soil where the yield was 1.196 pounds on 7.069 sq. ft., making a yield of 7,370 pounds of dry matter per acre. But in this case the pot was a galvanized iron cylinder 6 feet deep, standing above the ground, so that the evaporation would neces- sarily be large, as the figures show it was. Expressed in inches, the water used was equal to 19.37 inches of rain. Clover, too, was grown in the usual form of cylinder in the ground in the field, and two crops cut from each of two cylinders, producing the yield and using the amounts of water stated below: / — First crop — > <— Second crop— N No. 1 No. 2 No. 1 No. 2 LBS. LBS. LBS. LBS. Dry matter per acre 7,000 9,353 5,734 7,886 Water per pound of dry matter 423.14 370.92 983.7 730.9 It will be seen that in these cases the first crops, which were cut July 1, were much more economical of water used than were the second crops, when measured by the standard of the number of pounds of water per pound of dry matter produced. Express- ing the water used in inches over the surface covered by the crop, the results stand : • First crop /—Second crop-^ No. 1 No. 2 No. 1 No. 2 INCHES INCHES INCHES INCHES Inches of water used 13.06 15.28 24.89 25.44 It is thus seen that the two crops of clover, averaging for the four cases a yield of 7.493 tons of dry matter per acre, and equivalent to 8.815 tons of hay containing 15 per cent of water, used for the season a mean of 39.33 inches of water, an amount which considerably exceeds the total annual rainfall of the year for this locality. Side by side with the clover trials of 1893, four cylinders were treated in the same manner for corn, all of them growing a flint variety. In these cases, too, one cylinder of each pair had its Water Used bij Plants 27 soil enriched with farmyard manure, to determine if a rich soil affected in any notable way the rate at which water was used in crop production. The results of these trials may be stated as given below: — Flint corn < < Flint corn « Manured Not maii'd Mamired Not man'd 1 2 3 4 LBS. LBS. LBS. LBS. Dry matter per acre 34,730 33,620 22,540 9,505 Water used per ll>. of dry matte jr 223.3 232 257.4 223 Water expressed in inches ... 34.23 34.42 25.56 13.06 The difference in yield between cylinders 3 and 4 and 1 and 2 appears to have been due to the condition of the soil at the time the cylinders were fitted, the soil being more moist in 3 and 4, which stood upon ground lower and too wet for conditions of best growth. The field yield of corn surrounding the cylinders, and with the same kind of soil, was 4.4 tons of dry matter, yielding 66.95 bushels of kiln-dried shelled corn per acre, which is large for field conditions with the normal rainfall. But the mean yield in cylinders 1 and 2 was 17.09 tons of dry matter per acre, or almost four times as much, while the average of the four cylinders was 2.85 times as large, but using 2.2 times the amount of water which fell upon the surrounding fields as rain during the growing season for this corn. It does not, of course, follow from these experiments that well tilled field soil, if irrigated properly, will produce such yields as these which have been recorded ; neither does it follow, neces- sarily, that these large yields owe their excess over normal crops only to the extra supply of water added at the proper times. It does, however, follow from these experiments, we think, that were our water supply under better control and larger at certain times than it is in Wisconsin, our field yields would be much increased, if not actually doubled. It does follow, also, from these experiments, that well drained lands in Wisconsin and in other countries having similar climatic conditions are not supplied naturally with as much water during the growing season as most 28 Irrigation and Drainage crops are capable of utilizing, and, hence, that all methods of till- age which are wasteful of soil moisture detract by so much from the yields per acre. Indeed, what we call good average yields per acre are determined, in a large measure, by the amount of soil moisture which the land is capable of turning over to the crops growing upon it. In 1894, work similar to that described was done with pota- toes, eight cylinders being used, two of which were placed in the Fig. 2. Potatoes grown in cylinders to determine the amount of water used in producing a crop. field, as already described, and six others were kept standing upon the surface of the ground, shaded on the south side from the sun in the manner represented in Fig. 2, which shows the potatoes as they appeared when growing. In the same year, oats were again grown in four other cylinders surrounded by field grain of the same kind, and in pots with their tops flush with the top of the ground. A statement of the results of these several trials is here given. We give, in the first place, in illustration of the rate at which potato plants use water in the various stages of their growth, a Water Used ly Plants 29 table showing the times of watering and the amounts of water given through the whole growing season for the crop : Table showing the times of watering potatoes, and the amounts of water given > — In field — • < Cylinders above ground « No. 1 No. 2 No. 1 No. 2 No. 3 No. 4 No. 5 No. 6 LBS. LBS. LBS. LBS. LBS. LBS. LBS. LBS. Weights at start 504 506.7 581 576.5 579.6 579.7 582 579.5 May 15, water added. , 10 10 19.8 18.4 18.2 17.8 17.9 18.3 June 13, ' . 10 10 10 10 10 10 10 10 June 21, " ' . . 13 13 10 10 10 10 10 10 June 25, " ' 10 10 June 30 " 10 10 July 2, " " . . 10 10 10 10 10 10 10 10 July 5, " " . . 15 15 10 10 10 10 10 10 July 9, " " . . 20 20 10 10 10 10 10 10 July 12, " " . . 20 20 12 12 12 12 12 12 July 16, " " . . 15 15 10 10 10 10 10 10 July 20, " " . . 15 15 15 15 15 15 15 15 July 24, " " . . 10 10 8.9 7.1 5.2 10.6 12 6 July 28. " " . . 15 15 15 15 15 15 15 15 Aug. 2, ' . . 10 10 10 10 10 10 10 10 Aug. 10, ' ' ., . 15 20 9.8 22.7 18 18.3 15.1 21.7 Aug. 16, " " . 10 10 10 10 10 10 Aug. 25, ' " . 8.1 21.4 20.9 16.9 10.3 22.1 Weights at close . 481.7 492 554* 527.8 531.6 528.8 545.5 521.4 Total water added... . 198 203 168.6 191.6 184.3 185.6 177.9 190.1 Soil water used 22 3 14.7 27 48.7 48 50.9 36.5 58.1 Dry matter 5 .5 .3 .5 .5 .5 .4 .5 Total water 220.8 218.2 195.9 240.8 232.8 237 214.8 248.7 Water used, in inches . 24.02 23.74 21.31 26.2 25.33 25.78 23.27 27.06 The potatoes in the two field cylinders matured first, and were dug on Aug. 25, while the others stood until Sept. 21. It should be stated in this connection that all of the potatoes, including those in the field, were affected by the hot weather blight, so that in no case were the plants in full vigor and presenting the normal amount of foliage to the atmosphere. The yields 'of tubers in the several cases, and the computed yields per acre, figured as proportional to the surface and vol- 30 Irrigation and Drainage ume of soil in which the crop grew, are given in the table be- low: CYLINDERS IN THE GROUND / Weight of tubers- Merchantable tubers Small LBS. LBS. .No. 1... . 1.308 No. 2 .817 .386 .775 5 > • Yield per acre- Total Merchantable tubers Sm.il Total LBS. BU. BU. BIT. 1.694 537.3 158.5 695.8 1.593 335.6 318.3 653.9 CYLINDERS ABOVE GROUND No. 1 452 No. 2 379 No.3 322 No. 4 1.024 No. 5 709 No. 6... .681 .539 .991 185.6 221.5 407.1 .792 1.171 155.7 325.5 481.2 .875 1.197 132.4 359.2 491.6 .314 1.338 420.6 128.9 549.5 .282 1.091 291.2 156.9 448.1 .435 1.116 279.9 178.8 458.7 It will be seen from the relation between the weights of small and merchantable tubers that the blight referred to had exerted a very appreciable influence on the crop in all of the cases, so that the relations which exist between the water used and the dry matter produced cannot be regarded as normal. These relations,, as they were found to stand, are given below: Table showing the pounds of water used by potatoes in producing a pound of dry matter in tuber and vine in Wisconsin during the season of 1894 Water per Ib. of Computed yield of Dry matter dry matter dry matter per acre Water used LBS. LBS. LBS. INCHES No. 1.... 513 430.4 12,650 24.02 No 2 5258 415 12,960 23.74 No 1 3338 586.9 8,248 21.31 No. 2 5007 480.9 12,340 26.2 No. 3 4505 516.8 11,110 25.33 No. 4 .5020 472.1 12,370 25.78 No 5 3596 497.3 8,865 23.37 No. 6 .5425 458.4 13.370 27.06 It is evident from this table, whatever may be said in regard to the yields, that the potatoes did use a very large amount Water Used ly Plants 31 of water, although it was unquestionably less than it would have been had the plants not been affected by the blight. As it was, the plants received an average of 24.6 inches, which is three times the amount of rainfall during their season of growth. It should be said further, in regard to the amount of water used this season, that the whole of the watering was from the bottom, so that the surface of the ground was kept dry throughout the time. In order to introduce the water at the bottom, a layer of sand was first placed in each cylinder before the soil was filled in, and then a column of 3-inch drain tile was set up against one side, reaching from the bottom to the top of the cylinders, and in adding the water it was poured into these tiles. In the case of the cylinders of oats which were grown in 1894, they were watered in the same manner, so that in these cases nearly all of the water used did actually pass through the plants. The results with the oats are given below: No. 1 No. 2 No. 3 No. 4 LBS. LBS. LBS. LBS. Amount of water used 282.8 280.2 283.3 285.6 " dry matter produced.. .5232 .5161 .4198 .4663 " water per Ib. of dry matter 540.6 542.7 674.9 614.7 " dry matter per acre ... 12,900 12,730 10,350 11,500 IN. IN. IN. IN. Total water used, in inches 30.77 30.48 30.82 31.18 If reference is made to the yields of 1891 and 1892, which have been given on a preceding page, it will be seen that the yields for 1894 have been decidedly larger than they were in the former cases, but so were the amounts of water used by the plants. The mean of the three earlier trials gives a yield of 8,525 pounds of dry matter per acre, using 19.345 inches of water to produce it; but in these last cases the mean yield of dry matter was 11,870 pounds per acre, and the water used to produce it was 31.08 inches. The yields of 1894 average 1.39 times the earlier ones, and the amount of water used in producing this greater yield was 1.06 times the amount required for the smaller. 32 Irrigation and Drainage In 1895, and again in 1896, similar experiments were carried on with potatoes, barley and clover, both upon very sandy soils and upon good clay loam. The first experiments described were with potatoes on very sioidy soil taken from the pine barrens in Douglas county, ,Wis., and which was auite coarse-grained and deficient in organic matter. On June 3, 1895, the three cylinders in the right of the pho- tograph, Fig. 2, were filled with the soil in question. Some 2,000 pounds of this soil had been procured from the surface down to a depth of three feet. The first, second and third feet of the soil were placed in them in their natural order in the field, the third foot being at the bottom and the surface foot at the top, so as to reproduce the natural conditions as closely as possible. In cylinder 1, on the right, the soil was left in its virgin con- dition ; to No. 2 there was applied two pounds of well -rotted farmyard manure, and to No. 3 there were given four pounds. The remaining three cylinders, 4, 5 and 6, were used as checks, and were filled to within 5 inches of the top with good surface soil of a light clay loam character. In order that the tubers of the potatoes might develop under as closely similar conditions as possible, and that the surface evaporation from the soil might not be very different, there was placed upon the surface of cylinder 4 five inches of the surface soil from the pine barrens, on cylin- der 5 five inches of the second foot, and upon 6 five inches of the . third foot. In planting, one tuber of the Alexander Prolific potato was cut in halves and the two pieces planted, so as to give two hills in each cylinder. The cylinders were weighed and watered once each week, water enough being given to maintain a constant weight. In 1896, the cylinders were again planted in the same manner with Rural New-Yorker potatoes. No fertilizers were used, but the plants were watered twice each week, 5 pounds of water being given to each cylinder every Monday morning and enough more on every Thursday, when the cylinders were weighed, to bring them to a constant weight. This change was made because it appeared possible that the texture of the soil was too coarse to 2 3- 4 5 6 BU. BU. BU. BU. BU. 862.6 801 1,089 1,119 883.2 450 284 279 416 152 412.6 517 810 703 731.2 Water Used by Plants 33 permit a single watering every seven days to meet the needs of the plants. The results of the two years are given in the following table: i BU. Field per acre, 1896 513.5 " 1895 74 Difference 449.5 IN. IN. IN. IN. IN. IN. Inches of water used, 1896 . . 25.85 27.91 29.07 34.08 32.63 27.51 ' 1895.. 10.76 2002 17.65 1627 20.65 12.96 Difference 15.09 7.89 11.42 17.81 11.98 14.55 It will be seen from this table that both the yield of potatoes and the amount of water used are much larger in 1896 than they are in 1895, the average yield in 1896 being 878.1 and in 1895 only 275.8 bushels, the former being 3.18 times the latter. The average amount of water used was 29.51 inches in 1896, and 16.385 inches in 1895, the former being 1.8 times the latter. As a further check upon these experiments, two cylinders 7 feet deep and 4.33 feet in diameter were filled with a local yellow sand, and to one of the cylinders farmyard manure was applied at the rate of 50 tons per acre, and to the other at the rate of 25 tons per acre. These were planted in 1895 with Alexander Pro- lific potatoes, seven pieces in each cylinder. The watering in 1895 was once each week, and twice each week in 1896. In the latter year no fertilizers of any kind were applied, and Eural New-Yorker potatoes were planted instead of the Alexander Pro- lific. In 1895, 20.05 inches of water gave a yield of 605.5 bushels on the heavily manured cylinder and 563.5 bushels per acre on the other. But in 1896, when the potatoes were watered twice eac/h week at the rate of 75 pounds for the lightly manured case and 50 pounds for the other, the yield per acre on the lightly manured cylinder was only 312 bushels, and yet 40.61 inches of water were used; while the other cylinder gave a yield of 344.5 bushels per acre and used 31.92 inches of water. 34 Irrigation and Drainage In this case it will be seen that a decidedly smaller yield is associated with a much larger amount of water applied at shorter intervals, but why this should be does not appear, unless the manure had become exhausted and the plants were not properly fed. The vines in all cases were abnormally small, and looked starved. In the experiments with both barley and clover, the small cylinders were used set into the ground in the field. Two cylin- ders were used for the barley and four for the clover, one -half of them filled with the yellowish sand referred to, well manured, and the other filled with good soil. All the cylinders were weighed and watered once each week, holding them at a constant weight, and the results are given in the table below: Barley, 1895 Sand Soil Busl Inch Tons lels of grain per acre 30.47 25.84 38.14 31.24 es of water i dry matter per acre, No. 1 . , ^895 First Sand . 2.88 , 2.91 crop Soil 3.48 3.25 Second Sand 2.36 3.19 crop Soil 3.28 2.77 Both crops Sand Soil Water used INCHES 29.36 38.18 37.15 39.91 No. 2., Tons dry matter per acre, No. 1. " " No. 2. Mean for two years . . . 1.86 . 2.09 . 2.435 2.45 2.9 3.02 4.32 3.62 3.372 3.63 3.29 3.242 22.09 20.87 27.37 19.78 2048 29.59 The mean annual yield of clover on the sand for the two years was 5.807 tons of dry matter per acre, using 27.37 inches of water, and the mean product for both crops on the good soil for the two years was 6.262 tons of dry matter per acre, using an average of 29.59 inches of water to produce it. In addition to the field results which have now been presented, measuring the water used in the production of crops in Wisconsin, we have obtained some results in essentially the same manner, except that the cylinders were made deep enough to contain four Water Used by Plants 35 feet of soil, and all were placed in the plant-house, arranged in the manner shown in Fig. 3. In these trials, two sizes of cylinders have been used : one 18 inches in diameter and 51 inches deep, and the other 36 inches Fig. 3. Method of growing plants in plant-house to determine the amount of water used. in diameter and the same depth. The large cylinders this year have been filled with a black marsh soil, and the small ones with a virgin soil of medium clay loam variety, taken from a second- growth black oak grove. First, the results obtained from four of the large cylinders sowed to oats Dec. 12, 1896, and harvested July 1, 1897, after a period of 200 days. The oats were sown thick, and grew very rank, lodging quite badly. The total dry matter and the total water used by the crop of the four cylinders was as given below: 36 Irrigation and Drainage No. of cylinders 13 14 23 24 Dry matter produced— Ibs 4 3.16 4.93 4,32 Total water used— Ibs 1,808 1,668 2,061.5 1,782.5 Dividing the amount of water used on the four cylinders by the dry matter produced, we get, as the mean of the four trials, under the conditions of the plant-house, 446.1 pounds of water for a pound of dry matter, and a yield of dry matter per acre amount- ing to 12.645 tons, which is very large, indeed. The water used by this crop expressed as rainfall was, as a mean of the four trials, 49.76 inches. Here is a depth of water used from this soil which is a little greater than the soil itself ; but the rate at which the water was used, it will be observed, is less per pound of dry matter produced than that for the out-of-door experiments. In the case of the clover on these black marsh soils, there were eight of the large cylinders used, in four of which medium clover grew, and on the other four alsike clover. These were sown without a nurse crop, and at the same time as the oats, but were cut July 8, so that the period of growth was 207 days. The results obtained here with medium clover were as stated below : No. of cylinders 15 16 21 22 Dry matter produced— gms 507 608 620 573 Water used-lbs 673.5 795.5 819 678 Dividing the total amount of water used on the four cylinders by the total dry matter produced, we get 582.9 pounds of water as the amount used per pound of dry matter. In this case the yield of dry matter per acre was 3.92 tons, equal to 4.61 tons of hay containing 15 per cent of water. The amount of water used, expressed in inches, was 20.16. The alsike clover gave yields and results as follows: No. of cylinders 17 18 19 20 Dry matter produced— gms 628 616 576 634 Water used— Ibs 809 758 774 804.5 In this case, the mean amount of water for a pound of dry matter was 581.5 pounds, and the yield of dry matter per acre Water Used by Plants 37 was 4.168 tons, equal to 4.9 tons of hay containing 15 per cent of water. The water used, expressed in inches, was 21.43. In the trials of clover on the virgin soil in the plant-house, 14 cylinders of the smaller size were used, and these were seeded Dec. 12, 1896, and cut July 8, 1897. The yield of dry matter in these cases per unit area was much heavier than on the black soil, the amounts standing as below: Dry matter— gins. . . . Water used— Ibs No. of cylinders 312.5 373.5 78 315.5 350 79 252.4 206 80 230 297 81 212.5 292.5 82 244.5 318 83 222.5 295.5 84 Dry matter— gms. . . . Water used — Ibs 303.5 351.5 223.5 300.5 284.5 311.5 292.6 290 284.2 326.5 277.5 336 266.5 347.5 The total amount of water- free dry matter produced on all the cylinders was 3,724.2 gms., or 8.215 pounds., using 4,496 pounds of water, or at the rate of 547.3 pounds for one pound of dry matter. The average yield of water -free dry matter per acre was 7.23 tons, equal to 8.51 tons of hay containing 15 per cent of water. The water used during the 207 days from seed- time to cutting of the first crop was 34.93 inches. Side by side with the cases now cited, six other cylinders were planted to Rural New-Yorker potatoes on the same date. These were dug July 2, and the photo -engraving, Fig. 4, shows the crop produced. Although the potatoes were planted Dec. 12, they did not come up until into February, apparently for no other reason than that the tubers needed a certain period in which to develop the conditions for growth, which at the time of planting they had not had. When the plants did come up they grew very rapidly. Below are given the results of these trials: No. of cylinders 65 66 67 68 69 70 Weight of tubers— gms 1,288.7 808.1 1,376 1,313.4 1,275.4 1,204.8 Bushels per acre 1,168 732 1,249 1,189 1,155 1,091.5 Total dry matter— gms 342.6 263.6 332.5 334 312.2 328.8 Water per Ib. of dry matter 275.4 347.6 281.7 272.3 307.3 306.3 Water used by crop— Ibs 208 202 206.5 200.5 211.5 222 Inches of water 22.63 21.98 22.47 21.81 23.01 24.15 38 Irrigation and Drainage Here, again, if we figure the yield of dry matter per acre on the basis of the amount of ground occupied, we shall have the large crop of 8.67 tons of dry matter per acre, using in its pro- duction 22.67 inches of water. In twenty other 18-inch cylinders in the plant-house, a variety of white dent corn was grown, four plants in a cylinder. These Fig. 4. Crop of potatoes using from 272-347 pounds of water for 1 pound of dry matter. were planted May 22 and harvested Aug. 23, and on the twenty cylinders, aggregating 35.34 square feet of soil, 18.1 pounds of dry matter were produced, which used 5,685 pounds of water in coming to maturity, or at the rate of 314.1 pounds of water for one pound of dry matter, and a depth of water, when expressed as rainfall, of 30.93 inches, the yield per acre being 22,310 pounds of water -free matter. Amount of Water Used by Plants 89 VARIATIONS IN THE AMOUNT OF WATER USED BY PLANTS It is a matter of very fundamental importance to know what factors or conditions may cause a variation in the amount of water which is necessary to produce a ton of dry matter, because it is only by knowing these that it will be possible to lay down any general principles for determining the amount of water which will be required to produce a given yield. If we examine the data which have been presented, it will be observed that not only is there a rather wide variation in the amount of water used by different crops, but, also, that there is, further, a wide difference recorded as occurring with the same species or variety, sometimes with the same species in the same year, and sometimes for different years, and it is important to know to what these differences are due. In the case of corn, for example, where we have grown it under the cylinder conditions in the field, the following varia- tions have been noted : In 1891, Pride of the North dent corn used in one case 295.95 pounds of water for a pound of dry matter, and in the other 307.03 pounds. But in the first case more dry matter was produced by the individual plants, the first producing 4.369 per cent more than the other did, but in doing this only .602 per cent more water was taken ; that is, the most vigorous plants have produced the most dry matter when measured by the amount of water used. Indeed, it may be laid down as a general rule, that the more favorable all conditions are for plant growth, the more effective will be the water supplied to the crop. Good management, there- fore, will look closely to all details, even to the minor ones, for everything counts in plant feeding just as it does in animal feeding. Not all varieties of the same species of plant use water in the production of dry matter with the same degree of effective- ness. In our work with dent and flint corn, for example, we have found, as a mean of four trials, that Pride of the North dent 40 Irrigation and Drainage corn used water at the rate of 309.84 pounds of water per pound of dry matter produced, and 25.74 inches of water when measured in depth on the area occupied. But four trials with a variety of flint corn gave a mean of 233.9 pounds of water per pound of dry matter, which is 75.94 pounds or 32.5 per cent less than in the case of the dent variety. This is not because actually less water was used per unit area, for the flint corn in these four trials did use a mean of 26.82 inches against 25.74 for the dent corn. It seems not improbable that this more economical use of water by the flint corn may be in part due to its lower habit of growth and the greater abundance of foliage closer to the ground, for it may be expected that the lower position of the leaves, and their crowding as well, would tend to lessen the amount of evaporation in a given time. But to whatever the difference may be due, it is plain that on light soils and wherever the water supply is limited, larger returns may be secured by paying atten- tion to the variety of plant grown. The amount of water used by a particular crop might be expected to vary with the humidity of the season and the amount of wind movement during the period of growth of the crop ; but the data obtained do not appear to show so marked a relation as would seem should exist. The mean relative humidity of the air at Madison at 2 P. M., in 1891, for June, July and August, was G3.66 per cent, while in 1892, for the same time of day and period, the mean was 68 per cent ; and the total wind movement for Madison, these years, for the three months, as given by the records of the Washburn Observatory, was 20,712 miles in 1891 and 18,870 in 1892. But in 1891, 26.39 inches of water gave a yield of dry matter per acre of 19,845 pounds, and in 1892, 25.09 inches gave a yield of 19,184 pounds of dry matter per acre of corn in the plant cylinders in the field. The differences in the amounts of water used during the two years, it will be seen, is very small, especially when it is recognized that in 1892 the dry matter produced, and presumably the evaporation surface also, was less than in 1891. So, too, in the case of oats for these two years, 19.60 inches of water gave 8,861 pounds of dry matter per acre in 1891, and in Amount of Water Used by Plants 41 1892, 19 inches gave 8,189 pounds, leaving the rate of evapo- ration from the plant surface very nearly the same for the two seasons, in spite of the differences of humidity and of wind velocities. In the case of barley for these two years, there was a wide difference in the amount of water used per unit area, 13.19 inches being used in 1891 and 23.52 inches in 1892. But the yields of dry matter per unit area were also widely different, being 7,441 pounds of dry matter per acre in 1891 and 14,196 pounds in 1892. The barley in 1891 used 3.54 inches of water per ton of dry matter, fand in 1892, 3.31, or only .23 inches less, which is small. Even when the conditions are as different as those in the plant -house and the open field, the differences are not as marked as we were led to expect, as the table which follows will show: — In field > In plant-hous< Acre-inches of water Acre-inches of water No. of trials per ton of dry matter No. of trials per ton of dry matter Maize.... 8 2.433 44 2.386 Oats 8 5.011 12 4.535 Clover... 24 5.345 22 5.005 Total 40 Mean 4.263 Total 78 Mean 3.975 If the results are expressed in pounds of water used per pound of dry matter, then they stand as follows : Pounds of water per Pounds of water per No. of trials pound of dry matter No. of trials pound of dry matter Maize.... 8 275.6 44 270.3 Oats 8 567.8 12 490.6 Clover... 24 605.5 22 567.1 Total 40 Mean 483 Total 78 Mean 442.3 The tables show that in the case of these crops— maize, oats and clover — they have used in the field .288 acre -inches of water more per ton of dry matter produced than in the plant -house ; or, when expressed in the other way, 40.7 pounds of water per pound of dry matter more in the field cylinders than in the cylinders in the plant-house. Expressed in percentages, the field conditions demanded 9.2 per cent more water when the cylinders stood out- 42 Irrigation and Drainage of-doors, with the plants surrounded by the field crop and under the out-of-door meteorological conditions, than they did in the house. This difference, however, shows larger than it really is, for it has been shown that the use of water is usually more economical in those cases in which the yields are largest, and in these cases there has been a larger yield of dry matter per unit area in the plant-house cylinders than were secured from the cylinders in the field. The total mean yield per acre for the oats, maize and clover in the field cylinders was 6.312 tons and in the plant-house 7.397 tons of dry matter per acre, making the latter yields on the average 17.19 per cent larger; and to this difference in yield must certainly be ascribed a part of the difference in the amount of water given off from the plants and from the soil during the periods of growth. It is quite plain, for example, that the loss of water from the soil surface would tend to be relatively larger, and probably, also, absolutely larger from the cylinders bearing the smallest crop of a given kind. The absolute loss would cer- tainly be largest from the cylinders where the 'crop had the thin- nest stand on the ground, and some of the cases of larger yield per unit area in the plant-house are due to the fact that more plants occupied the same area. While, therefore, from the general principles governing the rate of evaporation, we are led to expect that more moisture must be lost from vegetation growing in a dry atmosphere than under more humid conditions, we are not able to point to our data as bearing out such a view in any emphatic manner. The rate of air movement in the plant -house has certainly been less than it was in the field, but the higher temperature in the plant-house has probably left the air relatively dryer during both day and night than in the field. The conditions which did exist, both in the plant -house and in a field of maize, were noted on July 27, 28 and 29. The rela- tive humidity of the air was measured with a wet -and -dry bulb thermometer, and the rate of evaporation was also measured under the two conditions with a form of Piche evaporometer. Two of these instruments were hung among the corn plants in the plant- Amount of Water Used by Plants 43 house and two others in the field, one pair on irrigated ground and the other on ground not irrigated. The table below shows the variations in the rate of evapora- tion observed in the three localities : Plant house Irrigated field Field not irrigated No. 1 No. 2 No. 1 No. 2 No. 1 No. 2 July 27 c. c. 7 c. c. 5 8 c. c. 6 3 e. c. 4 03 c. c. 6 86 c. c. 4 2 July 28 5 75 4 35 2 95 3 13 4 87 3 06 July 29 546 5 6 5 96 5 7 6 1 5 76 Mean . . . 6.035 5.25 4.98 4.287 5.94 4.34 These rates of evaporation took place upon a surface of 27 square inches of wet filter paper. The relative humidity observations were as here given: Plant-house Irrigated field Field not irrigated PER CENT PER CENT PER CENT July 27 38 45 51 49 55 July 28 39.5 54 55 57 62 July 29 41 49 52 48.5 49 Mean 39.5 49.3 52.7 51.5 55.3 So far as these figures may be relied upon, it would appear that the rate of evaporation in the plant -house may even have exceeded that in the field, and if this was true during the time the dry matter of the plant-house experiments was being produced, then the indications are still less marked pointing toward an increase in the amount of water being required for a pound of dry matter in a dry, rapidly changing atmosphere, than is required under stiller and more humid conditions. It may be true that in the dry air a more rapid loss of mois- ture from the plant does take place, and that this loss stimulates a proportional increase of dry matter. This is merely a suppo- sition, however, with no experimental evidence to bear it out, but such a tendency would give relations approaching those recorded above. So, too, if the rate of evaporation is automatic- 44 Irrigation and Drainage ally controlled by changes in the transpiring surfaces of plants, and if this control is sensitive, then there would also be a ten- dency to cause the amount of water necessary to produce a pound of dry matter in a given species of plant to remain nearly con- stant under wide ranges of climatic conditions. That most land plants are provided with organs which modify the rate of trans- piration has been long established ; but how narrow the limits of control are remains to be demonstrated. It is fundamentally very important that such facts as these should be established, for they are needed in order that we may know how much land under a given crop a given quantity of water will irrigate. We have, at this writing, just completed a set of observations bearing upon this fundamental problem, and although they are not sufficiently extended to be demonstrative, they are yet very suggestive, and will be of interest here. If it is true that plants lose little moisture except through their breathing pores, and if these are closed during those times when there is not sufficient light to allow carbonic acid gas to be decomposed by the plant, then during the night, and perhaps, also, during cloudy weather, plants should lose but little moisture through their surfaces. To test this question, one of the small cylinders in the plant- house, containing four fully grown stalks of maize, was hung upon the scales, to be weighed hourly dur- ing the day ; and by the side of it was set a Piche evapo- rometer having an evaporation surface of 27 square inches, also to be read hourly. Below are given the results of these obser- vations : During the dayr from 8:15 A. M. until 6:15 P. M., it was some- what cloudy most of the time, but the clouds were not heavy, and there was a little sunshine through a haze from 11:15 A. M. until 2:15 P. M. From 8:15 A. M. until 6:15 p. M. the corn and soil lost 3 pounds of water, and there was evaporated from the evaporo- meter 31.5 c. c. or 1.2 cu. in. From 6:15 P. M. until 6:45 A. M. the next morning, the corn had not lost enough to show on the scales, which are sensitive to one-half pound ; and the evaporo- meter showed a loss of 2.3 c. c., equal to .14 cu. in. The next day was bright and sunny the whole time, and from 6:45 A. M. Transpiration Greatest During Sunshine 45 until 6:15 P. M. the maize lost 7.5 pounds of water and the evaporometer lost 67.5 c. c., or 4.12 cu. in. ; but during the night again the loss from the maize was too small to be measured, while the evaporometer showed a loss of 4.6 c. c., equal to .28 cu. in. On the next day, Aug. 9, all of the cylinders in the plant- house were weighed during the forenoon, which was cloudy, but in the afternoon it cleared and the sun shone brightly. During the whole of the afternoon and until 9 P. M. we forced steam from the boiler, under a pressure of 7 to 15 pounds, into ibe plant-house through an inch pipe wide open, and kept the house closed through the experiment. Steam filled the whole plant-house and condensed upon the glass and walls, dripping in many places from the roof. On the following morning, Aug. 10, a number of the cylinders were again weighed, to see if there had been any loss of water from the plants, and it was found that three of the small clover cylinders had lost an average of 2 pounds each, while their mean loss during the seven preceding days had been at the rate of 2f pounds. Eight stalks of maize in a large cylinder lost 7 pounds, while its mean loss per day had been 6f pounds. Six small cylin- ders, each containing 4 stalks of maize, lost an average of 4| pounds each, while the mean loss for the week had been 4j pounds. It thus appears that during the night and cloudy weather plants lose but little moisture, but that when the sun shines brightly, even in an atmosphere nearly saturated with moisture, there is a very marked loss of water from the growing plants, and it would appear that the amount is nearly or quite as large in a damp as in a dry air. These observations seem strange, and need to be confirmed ; but they are in harmony with our observations regarding the amount of water required for a pound of dry matter. If we bring together all of the observations made in Wiscon- sin on the amount of water used in the production of dry matter by plants, they will stand as in the table which follows ; 46 Irrigation and Drainage Table showing the mean amount of ivater used by various plants in Wisconsin in producing a ton of dry matter Dry mattr No. of of dry matter Water used produced Acre-mcnes c water per ton trials LBS. INCHES TONS dry matter Barley 5 464.1 20.69 5.05 4.096 Oats 20 503.9 39.53 8.89 4.447 Maize.... . 52 270.9 15.76 6.59 2.391 Clover . . . . 46 576.6 22.34 4.39 5.089 Peas 1 477.2 16.89 4.009 4.212 Potatoes . 14 385.1 23.78 6.995 3.399 Total 138 Average 446.3 23.165 5.987 In computing the results in this table, the combined area of all cylinders, the combined weights of dry matter produced, and the combined amounts of water used, have been divided by the number of trials with each kind of crop and the average results used in making the calculations. In considering these results, it should be kept in mind that the water used by the several crops is made to include that which was lost through the soil by surface evaporation, because it was not easy to measure this separately or to prevent it without intro- ducing abnormal conditions. It is quite certain, however, that during all of these trials the rate of loss from the soil has been somewhat less than would have occurred under the best possible management with field conditions. Attention should be called to the fact, also, that the large amount of water used, averaging for the 138 trials 23.165 inches, is greater than field conditions would demand, if nothing were lost by percolation, for the reason that we have planted so as to utilize less surface area than is the practice in the field ; and it is to this fact, also, that the very large average yields, when com- puted per acre, are due, rather than to the growth of plants of abnormal size. THE MECHANISM AND METHOD OF TRANSPIRATION IN PLANTS Since water plays so large a part in the life and develop- ment of land plants, and since such large quantities of it are Mechanism of Transpiration 47 used by them, it will be very helpful to know in what manner this water is moved through and from the plant, and just what part it plays in plant life. We may understand the essentials of this complex process best if we compare it with our own breathing ; for transpiration and respiration of land plants have much in common with the breathing of animals. Both the plant and animal breathe air, and while breathing it, both give off large quantities of water from the organs of respiration. If you hold a cold, clean mirror in front of a person breathing, its surface becomes at once clouded with the moisture from the breath. So, too, if you hold the same cold mirror close to the foliage of a growing plant, the moisture escaping from that will also cloud the mirror. Now, the primary object of the lungs in our case is not to remove water from the system, but to provide a means for oxy- gen to enter the blood from the air, and for the carbonic acid gas to escape from the blood into the air. This can take place rapidly, however, only when the delicate lining of the air cells in the lungs is kept moist ; and so the chief function of the water escaping from the lungs is to maintain their inner surface continually wet. Let the lung lining once become dry, and the rate at which oxygen could enter and carbonic acid gas escape from the blood would be so slow that life could not be main- tained ; and in order that this fatal accident shall not occur, the lung surface is placed on the inside of the chest, where the rate of evaporation is very greatly impeded. When we turn to the breathing of plants, we find that they, too, are only able to accomplish that very important work as rapidly as it needs to be done by having a very broad surface against which the air may come, but so placed that it shall be kept always wet ; and, just as in our case, it would never do to have this surface exposed to the open air, so the real breathing surface of plants is spread out on the inside of their structure, where hot, strong winds can never reach it. In Fig. 5 is represented u piece of a barley leaf, partly dis- sected and much magnified, which shows the breathing surface of this plant, and bow it is protected from excessive evaporation. 48 Irrigation and Drainage In the upper part of the figure, the under surface of the leaf is shown covered by its skin or epidermis, through which there can but little evaporation take place except through the opening which is shown at sp and the seven others like it ; and even these openings or breathing pores are so made that they may be automatically opened wide or almost completely closed when the needs of the plant call for much or little air. In the lower part of the figure, the skin has been re- moved from the leaf, so as to show the actual breathing sur- face of the barley plant, con- sisting of the cells marked m, and which are filled with the green coloring matter of the leaf, or chlorophyll. The open spaces, marked i, between the breathing cells, are the breath- ing or respiratory chambers, which communicate with one another all through the leaf, but under the cover of its skin or epidermis, which in various ways, by a varnish, a wax or a close mat of hairs, is rendered less pervious to water and to air. In the case of tall plants, like shrubs and forest trees, rising a hundred and more feet into the air, nature has made still greater efforts to avert the danger of plants being destroyed by the action of drying winds. Here we find the trunks and all the larger limbs thoroughly protected by a thick bark, through which there can but little water escape as it slowly ascends from the roots to the leaves ; indeed, the more detailed we make the study of the structure and the function of parts in the plant, the more plain it becomes that in most land plants the Fig. 5. Structure of barley leaf. (After Sorauer.) sp is a breathing-pore ; m, chlorophyll cells ; i, respiratory cham- bers. Magnitude of Transpiration 49 greatest economy is everywhere practiced in regard to the use of water. If it were true that no water need be used by plants except that which is assimilated during their growth and reproduction, and in keeping the cells distended and turgid, so that wilting shall not occur, then there would be little need for irrigation anywhere except in the most arid of arid regions, for then even the hygro- scopic moisture of a dry soil would be sufficient in quantity to supply the demands of almost any land plant. The facts are, however, that during the hours of sunshine all growing plants which feed directly upon soil and air must have their assimilating chlorophyll-bearing cells continually in contact with a changing volume of air, in order that the carbon, which makes up so large a part of their dry weight, may be obtained in sufficient quantity from the carbonic acid gas in the atmosphere. But the more recent analyses of air show that on the average it contains but one part of carbonic acid by weight in 2,000 parts. Now, how much air must a field of clover breath in order that it may produce two tons of hay per acre ? Let us see. Boussingault found by analysis that 4,500 pounds of clover hay harvested from an acre of ground contained no less than 1,680 pounds of carbon, and as this was derived almost wholly from the carbonic acid of the air, it must have decomposed 6,160 pounds of carbonic acid in order to procure it. But as there is only one pound of carbonic acid in 2,000 of air, it follows that 12,320,000 pounds of air must have yielded up the whole of its carbonic acid gas in order to supply the needed amount of carbon. Now, one cubic foot of air at a pressure of 29.922 inches and at a temperature of 62° F. weighs .080728 pounds, and this being true, not less than 152,600,000 cubic feet of air must have been required to meet the demands of this clover field for carbonic acid. This amount of air would cover the acre to a depth of 3,503 feet, having a uniform normal density. Of course, not all of the carbonic acid in the air which passes across a clover field can be secured, nor indeed all of that which enters the intercellular air passages of the green parts of the plant, and hence it follows that very much larger 50 Irrigation and Drainage volumes of air than have been stated must be brought into close contact with the growing clover in order to meet its needs. This air, however, cannot come into intimate relations with the green chlorophyll -bearing cells of the clover in the field without of necessity permitting the evaporation of large quantities of water from the plants ; and this brings us to realize how imperative is the demand for water by rapidly growing crops. The writer has found, for example, by direct measurement, that the air passing three feet above a clover field, and at a moderate rate, even as early as May 30 in Wisconsin, when the air temperature is only 52.48° F., may have its relative humidity increased from 44 to 48 per cent by the moisture taken from the field ; and this means that 3,510 pounds of wrater are required to make even the observed change of humidity in a volume of 152,- 600,000 cu. ft. of air, which is the amount required to carry to the clover crop its carbon, supposing all the carbon which the air contained to be utilized. It is quite likely, however, that the volume of air which did contribute its carbon to Boussingault's crop of clover not only exceeded fourfold the amount stated above, but that it also had its relative humidity raised at least to 94 per cent. If these suppositions are true, then the amount of water borne away from the plants in question must have ex- ceeded 176,100 pounds, or at the rate of about 40 pounds of water for a pound of dry matter ; but it has been shown on a preceding page that, as a mean of 46 trials, the clover crop did lose from its tissues and from the soil in which it grew 576.6 pounds of water per pound of dry matter produced, so that, large as are the figures stated above, they fall far below the actual ones. With these estimates and considerations before us, we can readily understand that one of the chief functions of water in plant life is to keep the tissues moist and in a suitable condition to carry on the process of breathing, whose primary object is to get the plant its carbon from the air. In order that the plant may utilize the carbon of the car- bonic acid in the air, it is necessary that this should come to the chlorophyll -bearing cells when there is sunshine enough to decompose it; and since the carbonic acid would be useless at Control of Transpiration 51 • times, and since the continual ingress and egress of the air which brings it would entail a steady drain of moisture from the plant by evaporation, the breathing pores in the leaves are usu- ally provided with a pair of guard cells, which are so constituted that they may be opened and closed, and thus exclude nearly all the air from the interior of the plant ; or, by partly closing them, to vary the amount of air which may be admitted in a given time. In order that the escape of moisture from the plant may be as little as possible when the breathing pores must be open to admit air, the great majority of them are placed on the under or shaded side of the leaf. Thus Goodale, quoting from Weiss, gives in a table the number of breathing pores observed per square millimeter of surface on both the under and the upper surfaces of the leaves of forty species of plants, from which it is computed that, on the average in these cases, there are 209 breathing pores on the lower side of the leaf for every 51 on the upper side. How numerous and how minute these openings are may be appreciated when it is said that in the forty cases cited there are, on the average, 209,000 stomata on each area the size of the square in Fig. 6, on the under sides of the leaves of these species. Taking a specific case, that of corn, Zea Mays, it is stated that the breathing pores number, on the under side of the leaf, 158, and on the upper side 94, or in all 252 for each square millimeter of leaf, and that the combined area of these openings is .2124 of a square millimeter, so that 21 per cent of the leaf surface of corn is made up of doorways through which air may reach the interior of the plant, and out of which moisture must escape whenever they are open. It is not strange, therefore, that large amounts of mois- ture do escape from plants while they are growing, nor that there has been provided a means of checking this loss as far as pos- sible. The opening and closing of the guard cells is brought about by changes in the quantity of material which they contain, caus- ing them to open when the cells become distended and to close when they again become limp. Unlike the other ce*lls in the 52 Irrigation and Drainage epidermis of the leaf, these guard cells of the breathing pores contain chlorophyll grains, and are thus able, in the sunshine, to decompose carbonic acid and carry on the processes of building plant- food ; but the very fact that food is being elaborated in these cells causes the sap in them to become more den^e, and this, in its turn, causes water from the direction of the roots to enter these cells more rapidly than the elaborated materials es- cape, and so to distend them, and open wide the breathing pores just at the time when air should be admitted to the interior of the leaf. But just as soon as the stimulating effect of sunlight becomes too feeble to allow work to be done in them, then both on account of the elastic tension of these cell walls and because of the diminished osmotic pressure toward the guard cells, more fluid escapes from them than enters them in a given time ; they become limp, and their concave faces flatten and approach each other, thus shutting off the entrance of air to the interior of the leaf and at the same time reducing the loss of water to the mininum. Again, if the soil moisture becomes insufficient to meet the demands of the plant, or if hot, drying winds take away the moisture from the leaves faster than osmotic pressure can supply it from the roots, then these guard cells are in the very position to be most and first affected by the shortage of water, and hence are where they will collapse and check the loss from the leaf surface. But just as assimilation cannot go on in the absence of sunlight, so it cannot go on properly in the presence of sunshine if there is a great deficiency of water; and hence we see that the guard cells are so conditioned that they will shut off the air from the interior of the plant at just those times when, if it could be changing, it would be doing an injury by wasting moisture, which is so indispensable to growth, and which it is usually really dif- ficult for plants to get enough of to insure their most rapid and complete development. The mechanical principle upon which the guard cells are opened and closed may be readily understood from Fig. 6. For simplicity in illustrating the principles, let A, B, C, D represent four views of a pair of guard cells, A being the pair with the Control of Transpiration 53 mouth open, but with their two ends abutting against each other and pressing firmly with their backs against the surrounding tis- sue of the leaf, 3-4 ; B is a cross -section of these cells along the M Fig. 6. Diagram showing the mechanical action of guard cells in opening and closing breathing pores. The square shows the area of under side of leaf containing an average of 209,000 breathing pores or stomata. line 1-2 ; while C and D are corresponding views with the breath- ing pore closed. It will readily be seen that if the water holding the two cells in A and B rigid and distended partially escapes from them, their thin walls will then fall down and take the positions shown in C and D, where, as no displacement can take place in the directions away from the opening on account of the surrounding tissue, the walls must advance toward each other, more or less completely closing the aperture between them, as shown at C and D. Then, too, when the cells again become dis- tended and turgid, the pressure will tend to force them to take the circular outline shown in section at B, and as the back wall of the two is fixed to the tissue so as not to be able to move, nearly all of the motion takes place upward and downward, and this pulls the two faces which are not fixed away from each other and widens the stoma or pore. It must, of course, be kept in mind that the shape of the actual guard cells varies in detail in many ways from the diagram given, and that we have here only intended to illustrate the mechanical principle involved in their opening and closing. We see, then, that not only is water a very important sub- 54 Irrigation and Drainage stance in the economy of plant life, and large quantities of it are used, but that it is so difficult to always procure enough that nature has provided in the organization of the plant that none be wasted unnecessarily. It must be very evident, also, that whatever we may do, in our methods for growing crops, to keep the plants so fully supplied with moisture that they shall be able to utilize all the sunlight, — by keeping their breathing pores wide open, so that all air which can be used will be supplied, — must tend to give us larger yields. THE MECHANISM BY WHICH LAND PLANTS SUPPLY THEMSELVES WITH MOISTURE So long as plants maintained a simple, or relatively few-celled structure, and especially so long as they lived wholly or largely immersed in water, it was an easy matter for them to be supplied with as much water as they needed by simple diffusion and osmosis, just as the dry bean, when put to soak, swells and becomes turgid by the water which has been driven into its cellu- lar structure under the ceaseless hammering impulses of heat. But when the time came for plants to abandon the water and to occupy the land with their varied forms, and especially when that race began for free air and direct sunshine which led on from herb to shrub, and through arborescent forms to the giant forest trees, then it became necessary for that complex and wonderful system of water-works which, with its intakes in the form of roots, spread out in a comparatively dry, well -drained soil, is able to gather from off the damp surfaces of soil grains and send to a height of a hundred feet a stream which, when divided between ten thousand leaves, shall yet have volume and pressure enough to keep them turgid in a strong, drying wind and a hot sun. Man, with his mechanical skill and inventive genius, has been able to install pumping plants which can lift more water to a greater height in a shorter time ; but to do this he has been forced to station himself by a running stream, or to import his energy at a great cost ; while the land plant, independent of wind Absorbing Surfaces of Roots 55 and water and coal, stations itself in any fertile soil, and does its work with the warmth of a summer day. In all our problems of land drainage and irrigation, we are searching to better understand, and through this better under- standing to better meet, the conditions under which a system of roots can best do its work. But the foundation of such an under- standing should be a knowledge of the root itself, and how it places itself in the soil in order that it may do its work. Let us attempt, then, to present in a brief form what has been learned regarding the essential features of root structure and root action. Roots have three distinct functions to perform in land plants having green leaves : first, to absorb moisture and the salts held in solution ; second, to convey and deliver into the stem of the plant the water which has been absorbed : and third, to act as a support to the plant and hold it upright in the air and sunshine, whenever it is not trailing or climbing in habit, or is without stems. It appears to be the general conviction among plant physiologists that only the very tip ends of the roots are particularly serviceable as absorbing agents, and that even these are serviceable for a short time only. Farther than this, it is the root- hairs which branch out in great numbers from them, rather than the fine roots, which are the real ab- sorbing surfaces. These root-hairs are extremely , ,. ,, . „ -. Fig.7. Root-hairs delicate, thin -walled tubes, usually not more than ot* mustard one -eighth of an inch long and a hundredth of an plants,— A with -,. i • i ,1 soil adhering, inch or less in diameter, which stand out on the B witll soil r*_ root surfaces like the pile on velvet. These absorb- moved. (After ing root -hairs never form at the very tip end of a Sachs-) new advancing root, and as, according to Sachs, they die off after a few days, they form a brush-like covering on the root for a distance of half an inch to two or three inches, dying off behind and forming anew as the advance is made into new soil. In Fig. 7 are shown the roots of two seedling white mus- tard plants, A with the particles of soil still adhering to the 56 Irrigation and Drainage root -hairs and held in a body about the young root, while B is intended to show the appearance of the plant with the soil grains washed away. So, too, in Fig. 8 is shown the root of wheat soon after germination, and again four weeks later, after the root has ad- vanced into new soil, and the root- hairs have died away behind and new ones formed. The soil grains of a good soil are very small, the majority of them even much less than j^o of an inch in diameter. Indeed, in a heavy clay soil one -half of the dry weight may be made up of soil grains as small as 25000 of an inch in diameter. Now, the fine root- hairs make their way in between these minute soil grains, and even change their shape to fit them- selves closely upon their surfaces in many cases. The soil particles are them- selves invested with a thin layer of water, even in the condition which we know as air- dry, and as these minute root-hairs apply themselves closely to the surfaces of the soil grains, they are brought into immediate contact with the soil moisture. Indeed, capillarity has the same tendency to invest the root-hairs with a film of moisture that it has the soil grains, and we may suppose, in the absence of direct observation, that the root -hairs all the time carry a film of moisture equal in thickness to that which invests the soil grains of like diameters, except in so far as the film of water is thinned out by the flow through the walls of the root-hairs and away through the root to meet the demands in the green parts of the plants. Such a thin- ning out of the film of water on the root -hairs does take place Fig. 8. Root-hairs of wheat,— A when very young, B four weeks later. (After Sachs.) Relation of Root -Hairs to Soil Grains 57 so long as they are in action, and it is this very process of thin- ning which furnishes the conditions needed in order to keep them supplied with water from the surfaces of the soil grains. The effect of surface tension, as it acts upon the water of a well-drained soil, is to bring about a certain regularity of dis- tribution of soil moisture over the surfaces of the soil grains, which is determined by the sizes of the grains and by the dimen- sions of the open spaces between them. This condition of things may be represented by what is shown in Fig. 9 for a particular soil, in which two root-hairs have found their way in among the soil grains. To explain the action of the root, let us suppose that for some reason there has been no movement of soil moisture and no root action, so that everything has come to a condition of rest, and we have what answers to the condition of water standing in a tank where everything is still and the surface has become level. We may now suppose that morning has come, with the sun shining brightly, so that the breathing pores in the green parts of the plant have opened wide, making it pos- sible for both assim- ilation and evapora- tion to go on rapidly. Under these condi- tions the sap in the tissues of the leaves, stem and root will gradually become more dense than that which is contained in the root-hairs, which are encased in the film of soil mois- ture. But no sooner is this condition of things established than water in the root-hairs will begin to move toward the root, stem and leaves more rapidly than the denser sap enters them. Fig. 9. Distribution of water on the surfaces of soil grains and of root-hairs, e, main root; 1, air-space; 2, soil grain ; 3, film of water ; hh, root-hairs. (After Sachs.) 58 Irrigation and Drainage Just as soon as this happens, however, the balance between the motion inside of the root-hairs and that outside of them will be destroyed, and then more water will enter the root-hair from the soil than has been escaping from it into the soil in a unit of time. This will thin out the film of water which surrounds the root-hairs, and then water which has been surrounding the soil grains, impelled by surface tension, must advance upon the root- hairs to make good that which has been lost ; and just so long as the water continues to enter the roots from the root- hairs faster than osmotic pressure can restore it, just so long will surface tension force the water from the soil grains upon the walls of the root -hairs. Not only will the water which surrounds the soil grains move toward and upon the root-hairs so long as evaporation is going on from the plant and assimilation is taking place in its cells, but with it will go the salts containing potash, nitrogen, phosphorus, and other ash ingredients of plants, which have been dissolved by the moisture surrounding the grains. In the figure the root-hair, h, h, leading out from the main root, e, is represented, for the sake of clearness, nearly full width throughout its course, and, as if it had either found or had made for itself, by setting the soil grains aside, an unobstructed path in which to develop. As a matter of fact, these root-hairs are obliged to work their way as best they can between the angles formed by the meeting of the soil grains, changing both their direction and their form in order to do so, and sometimes the spaces are so narrow or the turns so abrupt that the root-hair seems to have applied itself to the soil, and to have adapted its shape so as to more completely come in contact with the surface of the grain itself. As the water surrounding the soil grains, and which is also drawn out upon the root-hairs, becomes more and more ex- hausted, the film finally becomes so thin that the rate at which the water- can be moved out upon the root -hairs is so slow that it is no longer able to meet the needs of the plant, and it wilts, and finally ceases to grow altogether. Attention should be called to the fact that fresh growing The Extent of Root Surface 59 roots usually have an acid reaction, and so much so that if they ar j allowed to develop in contact with blue litmus paper, it is changed to red along the lines of contact with the root. Further than this, if the roots of a plant are allowed to develop in con- tact with a polished surface of marble, the lines of root contact with it will be plainly etched into its surface. Such observations as these lead to the belief that the delicate root-hairs, at their innumerable places of contact, hasten the solution of plant-food from the difficultly soluble ingredients of the soil by the acids which permeate their walls being exuded upon the soil grains, and there, in conjunction with the water, being able to dissolve materials much more rapidly than water alone could do. When we reflect upon the many wide leaves with which most land plants are provided, we are impressed with the great extent of surface through which the sunshine and the air may come into touch with the plant. But broad as these leaf surfaces are, they only in the smallest way express the real magnitude of the sur- face of contact, for the air actually enters the leaf and passes around and between and in contact with the millions of loosely packed cells in every leaf, and the number of times the extent of the internal surface of the leaf exceeds that of its outer sur- face is more than one would dare to express. Then, too, to in- crease the contact surface for sunlight, the chlorophyll grains which are scattered through the interior of the cells around which the air can pass provide an enormous surface for the absorption of light. In the root system under ground, the extremely numerous root-hairs, small as they are, yet provide a surface for the con- tact of soil and moisture with the plant which is quite commen- surate with that furnished by the leaf. That we may the more clearly appreciate the great need there is for the vast extent of root surface spread out by agri- cultural crops, and how important it is that there shall be a deep, well -drained soil in which the roots may expand, let me give the measured amounts of water used by four stalks of corn, and withdrawn by their roots from the soil, between July 29 and August 11. Two of the maize plants were growing in each of 60 Irrigation and Drainage two cylinders filled with soil, having a depth of 42 inches and a diameter of 18 inches. These four stalks of corn, as they were coming into tassel and their ears were beginning to form, used during 13 days 150.6 pounds of water, or at the mean rate daily of 2.896 pounds for each stalk. Had an acre of ground been planted to corn in rows 3 feet 8 inches each way and four stalks in a hill, then, with an average consumption of water at the ob- Fig. 10. Total root of four stalks of maize, and of oats, clover and barley. (From "The Soil.") served rate given above, there would have been withdrawn from that acre an amount of water, during those 13 days, equal to 244 tons, or 2.42 acre-inches ; and when it is observed that this water was withdrawn from a soil so dry that no amount of pressure could express a drop of water from it, it is not strange that such a mass of roots as those shown in Fig. 10 should be required to carry away from the soil the water absorbed by the root -hairs as The Extent of Root Surface 61 rapidly as it was needed. In reflecting upon the extent of root surface indicated by the photo -engraving, let it be remembered that no root -hairs contribute to the mass of the bundle, and that only a part of the roots proper are there, for many of the smaller fibers were unavoidably broken off during the operation of wash- ing away the soil. Referring, now, to Fig. 11, it will be seen how completely the Fig. 11. Distribution of corn roots in field soil. (From "The Soil.") whole soil of the field is threaded with roots ; for in both cases two hills of corn, standing opposite each other in adjacent rows, are shown, and the roots meet and pass one another between the hills, and in the younger stage these had already exceeded a depth of two feet ; while in the second case, taken just as the corn was coming into tassel, the roots had descended until at this time the whole upper three feet of the field soil was so fully 62 Irrigation and Drainage occupied with corn roots that not a cube of earth one inch on a side existed in the three feet of depth which was not penetrated by more than one fiber of threadlike size. In many parts of the soil the roots were much closer together than this. At the distance apart of planting in the field from which these roots were taken, there were, in the surface three feet, 40% cubic feet of soil available for each four stalks, so that by multiplying the 1,728 cubic inches in one cubic foot by 40%, the number of cubic feet of soil occupied, we get a total of 69,696 cubic inches. If, then, each cubic inch of this soil contained not less than one linear inch of thread-like root, their aggregate length could not be less than one-twelfth of 69,696, or 5,808 feet, which is 1.1 miles. But this extent of root-surface does not even express the amount of that to which the root -hairs, which are the real absorb- ing surfaces, are attached ; and hence we must understand that the actual area of surface of root-hairs for a full-grown hill of corn is very much greater than would be indicated by the figures given above. Let the reader bear in mind that the corn roots here under consideration grew in the field under perfectly natural conditions, and that the cage of wire shown in the engraving was simply slipped over the block of soil which contained the roots there shown, after the corn had reached that stage of maturity. It should also be understood that the four stalks of corn which absorbed from the soil the 150.6 pounds of water in 13 days did it at the stage of growth represented by the oldest plants in Fig. 11; and further, that these were only good average plants, such as would make a yield of 4.5 tons of dry matter per acre. It may be difficult for some persons to realize how it is possible for the delicate roots of plants to force their way through the soil to depths such as are indicated by the engrav- ings above, especially when the subsoil is a stiff, heavy clay, as it \\as in this case. Nature's method of overcoming the diffi- culty, however, is simple enough when we come to understand it, and it is as effective as it is simple. The first fact which we need to understand when we wish to learn how a root advances through the soil, is that the soil grains How Roots Advance in Soil 63 in the upper four to six feet are never everywhere in close con- tact with one another. There are great numbers of empty spaces all through the surface layers of earth, and we get a very forcible illustration of this fact in setting fence posts. Here we dig a moderate sized post hole, 2 or 2% feet deep, place a 6-inch post in the hole, and then scrape and ram into the same hole all of the dirt which was removed from it, and if the job is well done we have a scant supply to fill it. It is the existence of these unoccu- pied cavities in the soil which enables roots to make their way through it by wedging it aside. In a thoroughly puddled soil it is impossible for roots to develop, not simply for lack of air, but because there is no room into which it is possible to set the soil aside to make place for the root. When a fine-grained soil is thoroughly puddled, all of the small clusters of grains which in a soil in good tilth hold together, are completely broken down, and the smallest particles are packed in between the larger ones until its cavities are so completely obliterated that even water will not penetrate it ; and when this is true there is not even room for the root -hairs to make their way between the angles formed by the soil -grains, for the finest silt and clay particles have been forced into these to fill them up. The second fact needed to understand how the root advances itself in the soil is, that it makes use of osmotic pressure to set the soil grains aside. Most of us know with what force dry wood will expand when it becomes wet and is allowed to swell. Iron hoops are burst by the pressure developed. A primitive method of blasting rock was to drive dry blocks of wood into the holes and then wet them. Another method of blasting is to fill the drill holes with unslaked lime and then add water to slake it. In all of these cases, the work is done by osmotic pressure, and the results illustrate how very great this force is when it is restrained, and how thoroughly adequate it would be for the pur- poses of the root in setting aside the soil particles if it could make use of it. The method by which the root uses osmotic pressure in mak- ing its way through the soil may be explained with the aid of Fig. 12, which represents diagrammatically the tip of an advancing 64 Irrigation and Drainage root in the soil. It has been found that a short way back from the tip end of a growing root, there is at 1 a center of growth, where new cells are developed by repeated enlargements and divisions. On the forward or advancing side of this center the new cells form the root -cap, which in the figure is represented by the cells with heavier lines ; while those forming on the rear side of the center are fin- ally transformed into the various structures which constitute the body of the root proper. The root- cap is a sort of shield or thimble, under the protection of which the root advances to set aside the soil grains, and the ^ method of advance is this : At the center of growth, new cells are forming and Fig. 12. Method by which root-hairs advance enlarging out of the as- through the soil. (Adapted from Sachs.) similated products which are being brought down from the geeen parts of the plants by osmotic pressure. But when this strong pressure drives the sap into the forming cells, they must enlarge just as the dry wood swells, and in doing so something must give way. As the body of the root is larger than the tip, and as it is already anchored to the soil by the root -hairs and any branches which may have formed, the direction of least resistance is forward, and the cells which are in the interior of the base of the root-cap are crowded forward and the walls of the cap are wedged outward so that the soil grains on all sides are displaced, making room for the end of the root proper to be built into it. The root -cap does not slide forward through the soil, shoving past the soil grains, but its outer and rear cells hold firmly against the earth as the root builds past them, and as fast as they have performed their function they die and new ones are ?S How Roots Advance in Soil 65 formed in advance. The root-cap, then, is a sort of point through which the root advances, and which is being continually replaced by a new growth. The increase of the root in diameter throughout its length is produced by the addition of new cells wholly within those which lie in contact with the soil, and the same osmotic pressure is the power which is exerted outward on all sides to move the earth away and give room for the increase in size. Since this osmotic pressure in the roots of plants may be very great, certainly more than 100 pounds to the square inch, and presumably several times this amount, and since during the growth of the root the pressure is increased slowly, and acts gradually to set the soil aside, it is not difficult to see that the plant has chosen a method of making its way through the soil which is not only effective, but one which utilizes the energy and the materials present in a soil during the growing season with which to accomplish its purpose. The molecules of soil moisture are at once the hammer and the wedge, which are driven by soil temperature into the growing cells to expand them and set the soil aside. PART I IRRIGATION CULTURE CHAPTER I THE EXTENT AND GEOGRAPHIC EANGE OF IRRIGATION WHILE there is no reason to suppose that the rais- ing of crops by irrigation on an extended scale is as old as agriculture itself, the methods have, nevertheless, been so long practiced as to far antedate authentic his- tory. We are told that "the numerous remains of huge tanks, dams, canals, aqueducts, pipes and pumps in Egypt, Assyria, Mesopotamia, India, Ceylon, Phoe- nicia, and Italy, prove that the ancients had a far more perfect knowledge of hydraulic science than most people are inclined to credit them with." In a paper read before the Royal Society of New South Wales in 1887, Mr. Frederick S. Gipps states that the first artificial lake or reservoir of which we have authentic record was Lake Maeris, constructed, some historians affirm, by King Maeris, and others by King Amenemhet III, in the twelfth dynasty, 2084 B. C. Its object, it is thought, was the regulation of (66) S: I Antiquity of Irrigation 67 the inundations of the Nile, with which it communi- cated through a canal 12 miles long and 50 feet broad. When the river rose to a height of 24 feet, and was likely to be disastrous to crops, the sluices were opened and the river relieved by sending the flood into this lake, which modern travelers give a circumference of 50 miles ; but at times of low water, when drought was threatened, the gates could be opened and the volume of the stream reinforced by the water stored in this reservoir. Sesostris, who reigned in Egypt in 1491 B. C., is said to have had a great number of canals cut for the purposes of trade and irrigation, and to have designed the first canal to connect the Red Sea with the Medi- rranean, which was continued by Darius but aban- oned by him, and ultimately completed under the Ptolemies. So numerous are the irrigation canals of Egypt that it is estimated that not more than one- tenth of the water which enters Egypt by the Nile nds its way into the Mediterranean Sea. Fig. 13 hows Lower Egypt, with its extended system of canals s they exist to-day. The Assyrians appear to have been equally re- nowned with the Egyptains, from very ancient times, for their skill and ingenuity in developing extended irrigation systems, which converted the naturally ster- ile valleys of the Euphrates and Tigris into the most fertile of fields. We are told that the country below Hit, on the Euphrates, and Samarra, on the Tigris, was at one time intersected with numerous ,canals, one of the most ancient of which was the Nahr Malikah, 68 Irrigation and Drainage connecting the Euphrates with the Tigris. The an- cient city of Babylon seems to have been protected from the floods of June, July and August by high Fig. 13. Egyptian system of irrigation canals at the present time. (Willcocks.) cemented brick embankments on both banks of the Euphrates, and, to supplement the protection of these, and to store water for irrigation, a large reservoir was excavated 42 miles in circumference and 35 feet deep, into which the whole river might be turned through an artificial canal. There were five principal canals supplied by the Euphrates — the Nahr Malikah, the Nah-raga, the Nahr Sares, the Kutha, and the Palla- copus ; while the Tigris furnished water for the great Antiquity of Irrigation 69 Nahrawaii and Dyiel, besides several smaller ones. Along the banks of the former of these canals fed by the Tigris are now found the ruins of numerous towns and cities on both sides, which are silent witnesses of the great importance it held, and the great antiquity of the work. It started on the right bank of the river, where it comes from the Hamrine Hills, and was led away at a distance of six or seven miles from the stream toward Samarra, where it joined a second canal. Another feeder was received 10 miles farther on its course to Bagdad, a few miles beyond which its waters fell into the river Shirwan, and were again taken out over a wier and led on through Kurzistan. It absorbed all the streams from the Sour and Buck- haree Mountains, and finally discharged into Kerkha River, but only after having attained a length exceed- ing 400 miles, with a width varying from 250 to 400 feet. This great canal, with its numerous branches on either side, leading water to broad irrigated fields, while it bore along its main waterway the commerce of those far distant days, stands out as a piece of bold engineering hardly equaled by anything of its kind in modern times. The Phoenicians, in the time of their zenith, were celebrated for their canals, used both for Irrigation and city purposes ; and at the time of the invasion of Africa the Syracusan General Agathocles wrote that "the African shore was covered with gardens and large plantations everywhere abounding in canals, by means of which they were plentifully watered ; ",and 50 years later, when the Romans invaded the Carthaginian do- 70 Irrigation and Drainage minions, their historian, Polybius, drew a similar pic- ture of the high state of cultivation of this country. In the early days of both Grecian and Roman his- tory, great progress had already been made by these peoples in handling and conveying water by gravity over long distances for domestic purposes. At Patara the Greeks, according to Herodotus, carried an aque- duct across a ravine 200 feet wide and 250 feet deep, constructing a pipe line by drilling 13 -inch holes through cubic blocks 3 feet in diameter, fitting these blocks together with curved necks and recesses, whose joints were laid in cement and held secure by means of iron bands run with lead. This was an inverted syphon, now so often used to cross a ravine or canon in the west, but made from stone instead of steel or redwood hooped with steel, so commonly used to- day. Rome was supplied with water in Nero's time by nine separate aqueducts aggregating a length, of 255 miles, and which delivered daily 173,000,000 gallons of water, which was later increased to 312,500,000 gal- lons. The Aqua Martia conduit, which brought the drinking water for the city, had a diameter of 16 feet, and was 40 miles long. When the Romans invaded France, they constructed great systems of water works for cities in various places — at Lyons, Souy, Nismes, Frejus, and Metz. The Nismes conduit was constructed at the time of Augustus, 19 B.C., and delivered 14,000,000 gallons per day. It is noted for the great Pont du Gard, which carried it across a ravine, and which is spoken Antiquity of Irrigation 71 of by Humble as one of the grandest monuments the Romans left in France. China, like Egypt, dates its early enterprises of irri- gation and transportation by water far back in antiq- uity, for she has numerous canals, some of them the most stupendous works of the kind -ever under- taken. The Great Imperial Canal has a length of 650 miles, and connects the Hoang-Ho with the Yang-tse- Kiang. It has a depth seldom exceeding 5 to 6 feet, and in it the water moves at the rate of 2% miles per hour. In its path there are several large lakes, and across these the canal is carried on the crest of enor- mous dykes. If we leave the Old World and come to the New for records of an early development of the cultivation of land by irrigation, we shall not be disappointed, for traces of an early civilization in Colorado, New Mexico and Arizona, and extending through Mexico and Cen- tral America on into Peru, are found in the ruins of ancient towns and irrigating canals in many places. When the Spaniards invaded Mexico, Central America and Peru, they were greatly surprised to find in these countries, and particularly in Peru, the land of the Incas, very elaborate and extensive irrigation systems, laid out and in actual general use by these people. Prescott, in his "Conquest of Peru," speaking of the use of water for irrigation, writes that water "was conveyed by means of canals and subterraneous aque- ducts executed on a noble scale. They consisted of large slabs of freestone nicely fitted together without cement, and discharged a volume of water sufficient, 72 Irrigation and Drainage- by means of latent ducts or sluices, to moisten the lands in the lower levels through which they passed. Some of these aqueducts wqre of great length. One, that traversed the district of Condesuyos, measured between 400 and 500 miles. They were brought from some lake or natural reservoir in the heart of the mountains, and were fed at intervals by other basins which lay in their route along the slopes of the Sierra. In their descent a passage was sometimes opened through rocks, and this without the aid of iron tools ; impracticable mountains were to be turned, rivers and marshes to be crossed — in short, the same obstacles were to be encountered as in the construction of their mighty roads." THE EXTENT OF IRRIGATION From what has been said regarding the antiquity of irriga- tion, we shall not be surprised to find that its practice has found a geographic range which is commensurate with its distribution in time. We look first to European countries, and begin with Italy, where irrigation certainly had a very early development, and has ever since been yearly practiced in rural life. In the valley of the Po, naturally very fertile, but made more so by thorough and systematic irrigation, water is extensively applied to almost all crops. To convey some idea of the general practice of irrigation in the Po valley, it may be stated that on August 7, 1895, while riding by rail from Turin to Milan, between Chivasso and Santhia, a distance of 18.5 miles, the writer saw water being applied to 100 different fields of maize by as many different parties, and the fields ranged in size all the way from 4 to 20 acres. Wheat, barley, hemp, rye-grass, clover, rice, and maize are among the field crops generally and extensively irri- gated in this part of Italy. So, too, very extensive mulberry n ! Extent of Irrigation 73 orchards are grown for the feeding of silk worms, and these are set along the main and distributing canals, while the space be- tween them is occupied by various kinds of farm crops. In Sicily and throughout southern Italy, nearly all fruit cul- ture is carried on by irrigation, the ratio of irrigated to non- irrigated orchards being as 15 to 1, and it is said that 100 10 -year- old lemon trees, when irrigated, have yielded, on the average, 15,000 lemons, while similar orchards under similar conditions, but not watered, yield, on the average, but 10,000, or one-third less per annum. In Lombardy, there were under irrigation, in 1878, 2,034,000 acres; in Piedmont, 1,329,000 acres; in Venetia, Emilia, and other provinces, enough to make a total of 4,715,000 acres. In Spain, irrigation is widely practiced, and has been at least since Roman and Moorish times, and the total acreage has been variously estimated at from 700,000 to 6,000,000, the first figure referring to cereals, vegetables and fruits, and the latter to forage plants and grass lands also. In the last edition of the Encyclo- pedia Britannica, the area under irrigation is placed at 2,840,- 160 acres. In France, irrigation began at an early date, and in recent years new interest has been taken in the subject, so much so that in Consul-General Rathbone's "Report on Canals and Irrigation, 1891," it is stated that during the past ten years in the Depart- ments Drome, Alpes Maritimes, Aude and Herault, Vaucluse, Basses-Alpes, Hautes-Alpes, and Loire, 41,460,000 francs were xpended on no less than 13 different canals for waterways and rrigation. The Forez Canal, * supplied by the Loire River, and irrigating, it is said, 65,000 acres, was begun in 1863, and the national gov- ernment granted $122,200 for it, loaning the balance needed to the department at 4 per cent. In 1886 there were 23,000 acres served with 115 miles of ditches, at a cost of $9.50 per acre. The water is distributed periodically, through pipes carrying it to points most convenient for a group of farms, where it is delivered to the * " Report on Irrigation," to Senate. Ex. Doe. 41, Part 1, 1892. 74 Irrigation and Drainage farm laterals. The water is served once each week, on the same day and hour, the amount received being regulated by the amount purchased. The delivery commences on land farthest from the main canal, and each proprietor turns off the water from his lat- eral when he has received the amount paid for, and the next in order is then served. The assessment is made out by November 1, and each irrigator is notified of the days and hours when water will be applied to his land. This irrigation is used almost wholly on meadows, and it is stated that the value of land has increased Fig. 11. Alpine vvater-ineadows on the south side of the Simplon Pass, Switzerland. from $44 to $300 per acre since the development of the irrigation facilities. In Switzerland, the mountain streams and rills are used in very many places on meadows, and this has been done so long and continuously on some meadows that very decided ridges have been formed from the sediment moved by the water ; and we were sur- prised to find that, even so high up as the south side of the Sim- plon Pass, meadows are regularly irrigated, even by the waters Irrigation in Europe 75 which have come down from the perennial snow fields of still higher altitudes, as shown in Fig. 14. In Belgium there is a network of canals known as de la Cam- pine, which have an aggregate length of 350 miles, constructed both for navigation and irrigation purposes, at a cost placed at $5,000,000. This water is generally used in the irrigation of meadow lands, and the soil of the section is very sandy. It is even said to have been wholly unproductive until it was reclaimed by irrigation. The figures given by E. Laveleye will show the effect of irri- gation on this .land. An area of 5,636 acres of barren soil, pro- ducing absolutely nothing before irrigation, now yields an average of 1.32 tons of hay per acre for the first crop, and the aftermath is counted worth a third as much, making the total equivalent to a crop of 1.76 tons per acre. In Denmark, too, an extensive system of 145 canals, carrying, in 1890, 22,000 second-feet of water, has been provided, whose object is to reclaim some of the sandy heath lands in Jutland ; and it is said that the 21,000 acres of land which has been brought under cultivation has increased in value at the rate of nearly $80 per acre. In Austria-Hungary, irrigation, largely meadow, is practiced in the Mattig valley, in upper Austria ; in lower Austria ; near Klagenfurth, in Carinthia ; in certain of the upper and central valleys in Tyrol ; in the Bistritz valley, and in the valley of the Elbe, in Bohemia. In these countries the water is usually taken from rivers, creeks, springs, and ponds, or reservoirs constructed to impound that which is running to waste, and is led directly upon the land by gravity, being taken from the natural channels by damming the stream until head enough has been secured to cause the water to discharge into the distributing canal or ditch. For the irrigation of small meadows, water wheels are found along the streams in many places, for lifting the water out of the channels where it runs too low to be led out in the usual manner. These wheels, provided with buckets, according to Consul-General Goldschmidt, are found in great numbers on the Eisack River, in Tyrol, above Bozen. About the large cities, small gardens ar«j Tyrol, abo 76 Irrigation and Drainage irrigated by pumps, worked usually by horse -power, taking water from wells or cisterns. In the mountainous portions of the Tyrol, meadow irrigation is said to be both very extensive and very ancient, and in recent times many of the old works have been reconstructed and new ones introduced. So, too, in parts of Bavaria, meadow irrigation is common, and at Baiersdorf, on the river Regnitz, the writer counted, in Fig. 15. Wheel for lifting water, at Baiersdorf, Bavaria. 1895, no less than 20 of the wheels represented in Fig. 15 in a distance of l/£ miles, all of them used in lifting water for meadow irrigation, the grass being cut and fed to the cows green. Even in England, there are numerous water-meadows which have been irrigated so long that the time at which they were laid out, and the canals and ditches dug, is unknown. It is thought that some of the English water-meadows were constructed under the direction of Roman engineering skill, while others have sup- Irrigation in Europe 11 posed that they were introduced from the Netherlands; but the fact that the character of the works bears a much closer resem- blance to the Italian construction, and that extensive tracts of irrigated land are found in the vicinity of ancient Eoman stations, as at Cirencester, lends support to the former view. This water-meadow irrigation of England is largely confined to the southern parts of the island, as in Berkshire, along the Kennet ; in Derbyshire, in the valley of the Dove ; in Dorset ; in Gloucestershire, along the Churn, Severn, Avon, Lidden, and other streams ; on the Avon, Itchen, and Test, in Hampshire ; in Wilt- shire ; in Worcestershire and in Devonshire, where catch meadows Fig. 16. River and canal for water-meadow irrigation, at Salisbury, England. are laid out in the valleys of many rivers and brooks. In Figs. 16 and 17 are shown two views of water-meadow construction at Salisbury, in England. If we pass to the continent of Asia, we shall find irrigation practiced over a wide extent of territory in many countries, but nowhere on so large a scale as in the ancient and modern develop- ments in India. How wide the extent of irrigation is in India may be most easily comprehended from the map, Fig. 18, where, from Lahore, in the northwest, to Calcutta, in the southeast, a distance of nearly 1,400 miles, and covering a mean width not less than 100 miles, a large share of the land is under irrigation. Other modern irrigation works are to be found at Cuttack, on the 78 Irrigation and Drainage Mahanadi River, and farther south, at various points in the Madras Presidency. On the western side of the peninsula, too, back from Bombay, both at Poona, in the valley of the Mutha River, and at Fig. 17. Ridged surface of a water-meadow, Salisbury, England. Bhutan, where there is a great dam 4,067 feet long and 130 feet high, which forms a reservoir for the supply of the Nira canals, are other extensive modern irrigation systems. The Vir weir, at the head of the Nira canal, is 2,340 feet long, with a maximum height above the river bed of 40 feet, and over this weir, at maxi- mum flood, there pours 160,000 cubic feet of water per second, in a sheet 8 feet deep over the crest. The number of wells used for irrigation in the Madras Presi- dency has been estimated at not less than 400,000, while the area they serve is placed at 2,000,000 acres. It is further estimated for the whole Indian peninsula, British and native, that not less than 300,000 shallow wells are in use, while they serve certainly more than 6,000,000 acres of land. Referring, now, more particularly to the extent of irrigation enterprises in India, we learn from Richard J. Hinton's report to the Senate that in the Madras Presidency, with a population of 80 Irrigation and Drainage over 31,000,000, the irrigation works, up to 1890, involved an invested sum amounting to $32,488,000, and the acreage watered in 1889-90 is placed at 6,000,000. In lower Bengal, the same year, 560,000 acres were under cultivation by irrigation ; while in the Soane Circle system, 2,611,000 acres were served, 1,305,000 of which produced rice. The Ganges system is among the greatest in India. The Upper Ganges has 890 miles of main canals, with 3,700 distribu- taries and 17 great dams, and serves 1,205,000 acres, the system costing $14,644,000. The lower Ganges embraces 531 miles of main canal and 1,854 distributaries, serving 620,000 acres, and costing $7,000,000. In the Bombay Presidency, in 1889-90, 839,000 acres were irrigated, and 915,000 acres were under the public canals, whose total cost is placed at $10,792,000. In the Punjab and Sind, many ancient works dating from the twelfth and thirteenth centuries are still in partial operation, but the great famine years of 1831-32 have brought about many changes and great improvements. The West Jumna canal had cost, up to 1890, $8,000,000, and it embraces 84 miles of main canal and 1,110 miles of distributaries, or 1,194 in all. This, with the East Jumna canal, controlled 2,000,000 acres, and brought the Indian Government in 1889 90 a revenue or land tax of $96,000,000. To this same system belongs the Doab canal, running parallel with the Jumna river through 450 miles, and with its 1,112 miles of distributaries and 130 miles of main canals, serving 580,000 acres of land which can be cultivated. It is said that the total expenditure in these provinces for irrigation purposes is represented by $36,400,000, covering about 6,000,000 acres, one-half of which is under irrigation each year. It is further represented that for 60 years these investments of capital have realized an annual return of 8 per cent. It is stated that the total expenditure under British direction in the Punjab, Swat, Sirhind, Sind, and the sub -Himalayan region, has been not less than $64,000,000, with about 2,500 miles of canals in operation in 1890. But, besides these, there are in the same districts many private canals and a very large num- Irrigation in Asia 81 ber of wells, which supply from 4,000 to 6,000 gallons each 24 hours. In the Indus valley, there are many small canals, ranging from 8 to 16 miles in length, having a sum total of 709 miles, which supply water to 214,000 acres. Three other important systems supply 411,000 acres, with a total length of channel amounting to 1,479 mi IPS. The Lahore branch of the Bari-Doab canal irrigates 523,000 acres, besides supplying the water needed by 1,352 villages. The cost of these works in 1889-90 had reached $7,872,000, while the year's net proceeds of the water supply was $873,000, with an associated expenditure of $288,000. In the province of Orissa, with an area of 24,000 square miles and a population of 4,250,000, there were, in 1889-90, 511,000 acres of land under the canal systems, ready for irrigation. Aside from these Anglo-Indian enterprises to which reference has been made, Hinton states that the native or independent states of India comprise two-thirds of the peninsula, and that their peoples are extensive irrigators. The most advanced of these states, viewed from the standpoint of agriculture and irri- gation, is Jaipur, with an area of 14,463 square miles and a population of 2,500,000. It has 108 separate systems of irrigation works, with 364 miles of main canals and 422 miles of distribu- taries. In the native state of Mysore, there are 1,000 miles of irrigation canals and 20,000 village tanks. In the island of Ceylon, a decided effort has been and is being ade to restore and to extend the ancient irrigation systems, hich have been allowed to fall into ruin. The British authori- ties in 1891 had already restored 2,250 of the small and 59 of the large tanks or reservoirs ; they have constructed 245 wiers and 700 miles of canals. There are now over 5,000 ancient reser- voirs in the island, and one king, in the twelfth century, is credited with having had constructed 4,770 tanks and 543 great canals. In Australia, work seems to be largely prospective as yet, with but few results actually attained. But there are some 500,000 acres in Victoria to be served by irrigation works which are in progress. In New South Wales, the amount of land in 1891 F 82 Irrigation and Drainage actually irrigated is said not to exceed 3,000 acres, but provision is being made under government aid for the irrigation of 38,000 acres. In South Australia, there are about 5,000 acres now under irrigation, and a company has been organized for the develop- ment of an irrigation system on the Murray River, to place under ditch 200,000 acres. Up to June, 1891, the government had sunk 15 artesian wells, 8 of which are flowing and yielding from 8,228 to 3,000,000 gallons in 24 hours. These are in Queensland, and in the same region there are 86 private artesian flowing wells. In China, irrigation has a very extended and general distri- bution. The great canal systems are laid out primarily for transportation, but are used jointly and generally for irrigation as well. It is said the most scrupulous care is taken to save and utilize every source of water in cultivation ; and in southern and central China it is estimated than an acre of land is made to sup- port from three to five persons. In the provinces of Ningpo, Fo-Kien and Shanghai, the water is generally taken from small ditches led out from the streams or larger canals, or they are fed from springs in the hilly country. It is said that in very many parts almost every farm is supplied from canals or shallow laterals, which are 2 or 3 miles long and from 10 to 30 feet wide, leading out at right angles from the main canals, often from 200 to 400 feet apart. It se'ems, from the written accounts, that a large part of the water used by the gar- deners, and even on the small but numerous rice fields, is raised out of the canals and streams or ponds by a species of chain or rope pump, worked either by hand or by oxen, and in the irrigation season, when water is needed, they are run at night as well as day. It is even said that water for irrigating is carried considerable distances at times and places, in buckets on a yoke placed on the shoulders of men. In the province of Fo-Kien, where the rainfall is both quite large and well distributed, irrigation is still practiced, but as a means of insuring larger yields rather than a necessity. In Japan, as well as in China, irrigation is, and has been from time immemorial, extensively practiced, and it is estimated that not less than two-thirds of the 12,500,000 acres of land under culti- Irrigation in Asia 83 vation, supporting 41,000,000 people, is under irrigation ; that is to say, water is artificially applied to not less than 8,000,000 acres of land in Japan. On the island of Lew Chew, belonging to Japan, the greatest care is exercised to utilize the water of all the short streams, wherever they are found. On the slopes and in the narrow val- leys, the lands are carefully leveled by terracing, to avoid washing and to cause the water to spread evenly over the surface of the ground, and thus become most effective. On the margins of the terraces are slight ridges, which are given permanency of form by being covered with grass ; these are boundaries and foot-ways, as well as barriers against land washing. It is said that dams are not used upon the streams, but in times of high water the terracing has been such that the water can be at once spread out over the cultivated areas, and gently let down to the lower levels and back into the main channels, after having done its work of saturating and fertilizing the fields. In order that nothing shall be lost by way of washing, there is a lower waterway around the margin of the terraced areas, which conducts the water to one corner, where it passes to the next terrace below, but first flowing through a sort of settling basin partly filled with vines or rubbish, whose purpose it is to collect the silt, to be used in compost heaps for manure. At the lowermost level, before the water finally enters the stream, there is a larger settling basin, through which the water must pass and drop whatever of value it may still be carrying where it may be recovered and used. In writing of irrigation in Siam, Consul -General Jacob T. Child states that about one -half of that country is under cultiva- tion, and of this four -fifths are irrigated, much of it for rice. The fields are supplied with water from canals, which branch out from the rivers in all directions, and the main lines are con- structed by the general government, but those supplying the individual fields directly are made by the individual land owners. Where the land is government property, there is an annual rental of about 28 cents per ri, or 84 cents per acre, including the use of the water. Irrigation in other parts of Asia at the present time, as is 84 Irrigation and Drainage the case both in Japan and China, is carried on in a small way largely by individual effort, but is widely and irregularly scattered, so that it is difficult to form any exact or even adequate estimate of the extent of such irrigation ; and the same statement is also true of British India outside of the organized enterprises of English capital. Indeed, it must be said that all through Asia Minor and Central Asia isolated and individual irrigation plants are to be found, which in the aggregate would sum up a grand total. Irrigation is carried on in this individual way in Corea, in Afghanistan, and parts of Russian Central Asia. It is even to be found in Thibet and on the Pamir, "The Roof of the World," 12,000 feet above sea level. Nor can it be said that this irriga- tion is carried on only in those places where water is most easily obtainable, for it is sometimes secured under conditions so labo- rious that few Americans would think of undertaking the task. In parts of Armenia, for example, where underground water is abundant, and where the ground is sloping, it is a common prac- tice to dig a line of wells extending down the slope and then, by connecting the bottoms of these wells by a tunnel leading out upon the surface at a lower level, the water becomes available for irrigation, and is collected in reservoirs, to be used as needed. Water is thus collected and brought to the surface of the ground by gravity, even in sections where the uppermost wells must be sunk to depths as great as 80 to 100 feet. The same practice also is said to exist in the mountainous parts of Afghanistan, Cashmere, and other parts of Central Asia, and these underground water channels are often of considerable length, and many miles in the aggregate have been constructed. On the continent of Africa, the most extended system is, of course, that found in Egypt, developed along the valley and delta of the Nile. Willcocks tells us, in his "Egyptain Irriga- tion," that the cultivated or irrigated area in this long, narrow valley is 4,955,000 acres, while the total area which is below the level of flood waters, and, therefore, capable of irrigation, is 6,400,000 acres. This irrigated area is confined at present to a long and relatively very narrow strip bordering the course of the stream, and the naked desert sands on both sides come up sharp Irrigation in Africa 85 against the watered area, which begins at Assuan, some 500 miles from the sea, not following the windings of the Nile. The popu- lation of this country is now given as 5,000,000, but it has been estimated that Egypt once supported 20,000,000 inhabitants ; and a practice of today, which will seem strange to the reader, is that of digging up the rubbish piles on the sites of ancient vil- lages, towns and cities, which represent the waste of the millions who have passed away, and using this as manure to fertilize the fields now under irrigation. The dry climate of this country has preserved these materials from complete decay, and the site of old Cairo is now being dug over to enrich the fields for miles around. The mean daily discharge of water which passes from Upper Egypt, at Cairo, into Lower Egypt is estimated at 8,830,000,000 cubic feet, but as large as this amount is, it would require 20 days to place Wisconsin under an inch of water. In the Algerian Sahara, since the sinking of the first artesian well, in 1848, at Biskra, by M. Henri Fournel, the work went for- ward, until in 1875 there had been 615 wells put down, having an average depth of 145 feet, 404 of which are in the province of Constantine, 194 in the province of Algiers, and 15 in that of Oran. A strange thing about these artesian waters is the pres- ence in them of nitrates, and irrigation with them has brought upon the desert sands wonderful oases, 43 in number in the Oued Rir, supporting, in 1885, 520,000 date palms of bearing age, 140,- 000 palms from one to seven years old, and about 100,000 other fruit trees. On the south side of the equator, in Africa, there has as yet but little been done in the way of irrigation, although in Cape Colony efforts are being made. In 1889 the U. S. Consul at Cape Town, Geo. F. Hollis, states that the most complete storage work now constructed in the colony, and the most important, is that at Van Wyck's Vley. The rainfall in this section is very irregular, the average for 11 years being 10 inches. The reservoir has de- pended upon a catchment area of, say, 240 square miles, but this has been found inadequate, and a furrow is now nearly com- pleted to bring over water from a neighboring river, by which it 86 Irrigation and Drainage is estimated that the water- covered area will be increased to 19 square miles, with a depth of 27 feet. The land under irrigation is owned by the government, and is leased at a minimum rate of 10 shillings per acre. In the island of Madagascar, on the east, and that of Madeira, on the west of Africa, irrigation is also practiced ; in the former for rice culture only, and by the system of flooding ; but in Ma- deira the system is both elaborate and extensive, covering over one -half of the whole island, or 120 square miles. There are no catchment basins or reservoirs other than those which nature has provided, and the water used is that which the soil collects dur- ing the rainy season and gives up in the form of springs. The water carriers have been constructed with care and skill, and some of them have a length of 60 or 70 miles. The thrifty farmers have on their lands reservoirs into which they collect their share of water when it is delivered to them, and from this distribute it to their several crops as they desire ; but the poorer class, who cannot afford the reservoir, are obliged to use the water directly as it comes to them, and as the intervals are long be- tween the delivery of water they are not able to make the best use of that which they get, and their crops suffer in consequence. In the Pacific Ocean, too, there are islands in which irrigation is practiced with great skill outside of those of Japan, to which reference has already been made. Among these may be men- tioned those of Hawaii, and the development of the sugar industry there has in recent years led to a corresponding development of the facilities for irrigation, as would be expected when it is stated that adequate irrigation there has increased the yield of sugar from 2 tons to 4 tons per acre. It is stated that there are about 90,000 acres under cane, one -half of which is irrigated ; some 7,000 acres of rice, and 5,000 acres of bananas, the rice being all under water. The water supply comes from mountain streams, with their reservoirs, and from springs and artesian wells. The artesian wells about Pearl Harbor are among the largest, yielding an enormous quantity of water, sufficient to irrigate 20,000 acres of rice and a large area of bananas and other products besides. There have been 100 of these wells sunk about the mar- Irrigation in America 87 gin of this island, 21 to 42 feet above ocean level, in the last 12 years, and four of them are said to yield water enough for a city of 165,000 inhabitants. In the island of Java, too, irrigation is extensively practiced, and regarding the island of Lombock, still to the east of Java, Mr. Arthur R. Wallace writes : "It was here that I first obtained an adequate idea of one of the most wonderful systems of cultiva- tion in the world, equaling all that is related of Chinese industry, and, as far as I know, surpassing, in the labor bestowed on it, any tract of equal extent in the most civilized countries of Europe. I rode through this strange garden utterly amazed, and hardly able to realize the fact that in this remote and little known island, Lombock, from which all Europeans (except a few traders at the port) are jealously excluded, many hundreds of square miles of irregularly undulating country have been so skillfully terraced and leveled and permeated by artificial channels that every portion of it can be irrigated and dried at pleasure." Passing, now, to the American continent, we have already referred to its prehistoric irrigation works, and to the extensive and complete systems of irrigation found in South America before the occupancy of that continent by the Spanish and Portuguese, for irrigation was practiced there on both slopes of the great Andean ranges. It must be said, however, to the shame of our boasted civilization, that a very large share of those extensive and valuable improvements have been allowed to pass into ruin, and now must be restored at great cost. In the Argentine Republic, lying between 20° and 56° south latitude, irrigation is being practiced in the provinces of Cordoba, San Luis, Mendosa, San Juan, Catamarca, Rioja, Santiago del Istero, Tucman, Salta and Jujuy ; and it is stated that the total area under cultivation by irrigation will exceed 1,759,600 acres. According to Consul Baker's report, works were begun about 1882-83 on a number of large dams and canals, using the water of four important rivers, at an estimated cost of $15,280,000, which were expected to have an aggregate capacity equal to about 3,020,000 acres. While there are large areas in the aggregate irrigated in ba Es aw 88 Irrigation and Drainage other parts of South America, Central America and Mexico, no very definite idea of its magnitude or distribution can be given as yet. Newell 1 says, in the report of the Eleventh Census, that in the western part of the United States the area irrigated within the arid and sub -humid regions aggregated at the end of May, 1890, 3,631,381 acres, or 5,674.03 square miles, while the total number of farms or holdings upon which crops were raised by irrigation was 54,136. In this irrigation, water was supplied by 3,930 wells to 51,896 acres, at an average cost of $245.58 per well, the wells yielding an average of 54.43 gallons per minute. The average value of products from this irrigated land per acre he found to be $14.89, the farms having an estimated mean value per acre of $83.28, while the average size of each farm or holding was 67 acres. The average value of the product of the average farm was thus $897.63. To bring together in close review the extent of irrigation as it is today practiced in the various parts of the world, we may quote the statements of Wilson : " The total area irrigated in India is about 25,000,000 acres, in Egypt about 6,000,000 acres, and in Italy about 3,700,000 acres. In Spain there are 500,000 acres, in France 400,000 acres, and in the United States 4,000,000 acres of irrigated land. This means that crops are grown on 40,000,000 acres which, but for irrigation, would be relatively bar- ren or not profitably productive. In addition to these, there are some millions more of acres cultivated by aid of irrigation in China, Japan, Australia, Algeria, South America, and elsewhere." These figures seem enormous as we read them, and so they are, but they leave an exaggerated impression on the mind which needs to be corrected, for very few realize the magnitude of the volume of water which must be handled in raising a crop by irri- gation. In order that we may not mislead in this direction, we wish to make the correction. Let us suppose that the amount of land which is actually under irrigation at the present time is four times the 40,000,000 of acres which have been enumerated above. Now, were this supposition true, and all of these acres were brought together in one solid square, it would have but 500 miles Climatic Conditions 89 on a side. But to cover such an area as this with 2 inches of water once in 10 days would require more than three Nile rivers flowing at maximum, flood — a river 50 feet deep, 1.156 miles wide, running three miles an hour. THE CLIMATIC CONDITIONS UNDER WHICH IRRIGATION IS PRACTICED If we study the conditions of rainfall under which irrigation has been practiced, we shall find rather wide variations in the mean amounts which fall upon the dif- ferent countries, especially when the mean annual rain- falls are compared. In all of India except the extreme northwest part; throughout China, Japan and Siam, in Italy, and France, and Mexico, as much rain falls during the year as falls in the United States east of the 97th meridian, if we except Louisiana, Mississippi, Georgia and Florida, — an amount ranging from 23.6 inches to 51.2 inches, or between 60 and 130 centime- ters. But in Asiatic Turkey, Persia, Afghanistan and the extreme northwest of India ; in the irrigated parts of Queensland, Victoria and South Australia ; in Cape Colony, Algiers and Spain ; and in Argentina and the western United States, south of Washington state, the rainfall for the year drops from 23 inches to less than 8 inches. On the lower Ganges, from the Soane region to Calcutta, and south along the east coast as far as the Orissa canals, the yearly rainfall is equal to that of the southern states, or from 51 inches to 78 inches (130 to 200 centimeters) . It is not, therefore, in regions of small rainfall alone that irrigation systems have been developed. Indeed, there must always be contiguous 90 Irrigation and Drainage territory of considerable rainfall, in order to fill the soil and give rise to springs, streams, and wells, or there could be no water for irrigation. It is only the accident of a great stream like the Nile, gathering its waters in a region of large rainfall, that makes any irrigation at all possible in a rainless, desert country like Upper and Lower Egypt. The distribution of the rainfall with reference to the growing season, more than the quantity of it, is the chief factor in determining whether irrigation will be profitable or not. In the irrigated districts of Italy, Spain, France, Austria -Hungary, Algiers, Cape Colony, Asia Minor, Armenia, Victoria, South Australia, and the westernmost part of the United States, there is a tendency to a dry time in early or late summer, at the time when crops need water most, or in some of these countries it may be dry the whole season through, the rainy season being in fall or winter. In China, south- ern Japan, Siam and Ceylon the summer is rainy, but there is a tendency to develop a short dry season in midsummer. In Switzerland, Belgium, Denmark, Eng- land, Bavaria, Madagascar, North Japan, Queensland, and Mexico there is usually a uniform distribution of rain throughout the whole of the growing season. In these latter countries, however, while irrigation is prac- ticed in them, it must be said that it is supplementary rather than a necessity. CHAPTER II THE CONDITIONS WHICH MAKE IRRIGATION IMPERA- TIVE, DESIRABLE OR UNNECESSARY To understand the conditions which make it im- perative, desirable or unnecessary to irrigate land, it is important to have clearly in mind the various objects which may be attained by the application of water to cultivated fields. THE OBJECTS OF IRRIGATION The first and primary object to be attained in irri- gating the soils of arid climates is to establish those moisture relations which are essential to plant growth, and the same fundamental object will usually stand first in sub -humid climates, as it may even in those which are distinctly humid ; for in the sub -humid climates it very often happens that the intervals etween rains of sufficient quantity are so long that most any crop may suffer ; and in humid climates there are certain crops, like the cranberry and rice, which profit by more or less protracted inundations ; or, again, like the pineapple, growing upon extremely leachy sands, which can retain but a small quantity of water even for a single day, and where it is neces- (91) 92 Irrigation and Drainage sary that even frequent showers shall be supplemented in order that the best results may be attained. In the second place, lands may be irrigated in any climate, when it is desired to carry to the land ferti- lizing matter which the irrigation waters may hold in solution or in suspension. The extreme cases of this practice are where cultivators take advantage of the large amounts of plant -food which are borne along in the waters of streams into which the sewage of great cities, like Paris or Edinburgh, are discharged. Such waters are extremely fertile, even when much diluted. In emphasis of this fact, Fig. 19 shows a field of heavy grass growing on the Craigentinny meadows of Edinburgh. This ground yields from three to five such crops each year, and has done so for nearly a century, with 110 other fertilization than that which comes to it through the winter and summer application of diluted sewage water. Hence we need not be surprised that such lands have rented as high as 18 to 22 pounds sterling for the season per acre, when the rentals are sold at auction to the highest bidder. But ordinary river waters are widely used in vari- ous countries, chiefly for the fertilization of water meadows. The amount of water applied in a year is in some sections very great, reaching, in the Vosges, in France, over 300 feet in depth per year. It is during the colder portions of the year, when the grass is not growing, that the larger part of the water is applied, depending upon the absorptive and retentive power of the soil to abstract from the water, as it Objects of Irrigation 93 passes over and leaches through, enough of potash, phosphoric acid, and other ingredients of plant -food, to hold the strength of the soil up to a uniformly high standard, even when constant cropping is practiced. Fig. 19. Heavy growth of grass on the Craigeutinny meadows, Edinburgh, Scotland. A third object in irrigation, in certain classes of cases, is primarily to change the texture of the soil. When soils are very sandy and open, having so small a water capacity that not enough is retained for the growth of most crops, then the leading of the water of a turbid stream over such lands results in the deposition of silt to such an extent as, in the course of time, to 94 Irrigation and Drainage very materially improve their physical condition ; but at the same time giving to these soils a large amount of plant-food, for the material borne along in suspen- sion in the water of rivers is usually very valuable, derived, as it is, from the finest and best parts of fer- tile soils. These ingredients of the flood waters of the river Nile are extremely valuable to those desert sands which, under the long action of strong winds, have lost the major part of those fine and extremely important grains which the sand storms of the deserts have picked up and swept away. In the fourth type of irrigation, which is an extreme case of the last, the aim is to flood low tracts of land with silt -bearing water in large volume, and to hold it there until the suspended matters have been deposited, so as ultimately to build up the whole tract, raising it to a level at which it may be naturally drained, or at which a depth of fertile soil sufficient to meet the needs of agriculture may be laid down over one which had been undesirable. Low -lying lands have been built up by this method until in the course of ten or a dozen years the whole surface has been raised as much as 5 to 7 feet. A fifth type of irrigation, which has received a notable expansion in recent years, has for its primary object the rapid destruction of the organic matters held in solution and in suspension in the sewage waters of cities, in order that they shall reach river channels and the ground -water of the surrounding country suffi- ciently purified not to endanger the public health by a pollution of drinking waters, or by developing un- healthful atmospheric conditions. Water Needed for a Paying Crop - 95 THE LEAST AMOUNT OF WATER WHICH CAN PRODUCE A PAYING CROP In the manufacture of butter from milk, it is a mat- ter of prime commercial importance to know just how much butter -fat that milk contains, and what is the maximum amount of butter that fat is capable of pro- ducing ; for only this knowledge can show how closely the manufacturer is working to his possible limit of profit, and how great his losses may be. For a like rea- son, it is very important to know what is the minimum amount of water which, under stated climatic conditions, can meet the needs of a given crop, producing a paying yield. It is important, because only such knowledge as this can show how economical or how wasteful our methods of tillage may be, and how nearly we are realiz- ing the largest profits which are possible to the business. In the Introduction, much pains has been taken to give in detail the evidence, and the methods of pro- curing it, which shows how much water must be used by a given crop in coming to maturity when placed under the best of conditions. This has been done, because it is a part of the knowledge which is needed to show under what climatic conditions irrigation may, and under what it may not, be practiced ; because it is needed to show how far into the sub -humid districts agricultural operations may be pushed without the aid of irrigation ; because it will help to teach how far we may hope, by the practice of the best methods of till- age, to dispense with irrigation, and avert disastrous results during seasons of drought. 96 Irrigation and Drainage We have already referred at some length to the seemingly small amounts of water used by the wheat crop in coming to maturity in the San Joaquin valley, in California, and to the long period of some 60 days at the close of its growing season during which it receives no water, either as rain or by irrigation. What is the minimum amount of water which is capa- ble of producing a yield of 15, 20, 30%or 40 bushels of wheat per acre, and how does this compare with the actual raipfall of the San Joaquin valley? We have made no observations with wheat, like those which have been recorded for oats, barley, maize, clover and potatoes, but from similar observations made by Hellriegel, in Germany, it is probable that the amount of water necessary to produce a ton of dry matter with wheat is not very far from 906,000 pounds or 453 tons, equal to 3.998 acre -inches. How many bushels of wheat should this give? The ratio of the dry weight of the kernels to that of the straw and chaff in a crop of wheat has been found to be as 1 to 1.1 in a dry season, but to be as high as 1 to 1.5 when there has not been an undesir- able stimulation to the growth of straw. But where wheat is irrigated in the southeast of France, Gasparin states that a ratio of 1 of grain to 2 of straw is usual. If we take the ratio of 1 to 1.5, and allow 60 pounds to the bushel of wheat, we may compute the least amount of water which is likely to enable a crop of varying yields per acre to be produced, and the re- sults of such a computation are given in the following table: Water Needed for a Given Crop 97 Table showing the least amount of water required to produce different yields of wheat per acre when the ratio of grain to straw is 1-1.5 — xieiu Wgt. of grain per acre Wgt. of straw Total wgt. Water used No. bushels TONS TONS TONS ACRE-IN. 15 .45 .675 1.125 4.498 20 .6 .9 1.5 5.998 25 .75 1.125 1.875 7.497 30 .9 1.35 2.25 8.997 35 1.05 1.575 2.625 10.495 40 1.2 1.8 3 12 These amounts of water, given in the last column of the table, are so small that they appear false, for the quantity given for 15 bushels to the acre is almost covered by the rainfall of the most arid parts of the world. Several statements need to be made in order to put them in their true light. In the first place, the figures could only be true when the amount and kind of plant -food in the soil is all that the crop can use to advantage, for no amount of pure water can make up for such deficiencies except in so far as it makes more rapid the solution of other- wise unavailable plant -food in the soil. Then, again, the data for the table were procured under conditions which permitted no loss of moisture from the soil, either by surface drainage or by downward movements beyond the depth of root action. Further than this, no account is taken of the water which may have been given to the soil in bringing it to the proper moisture conditions previous to planting the crop in it. Water enough was given to the soil to put it in the right condition to start with, and the amounts in the table 98 Irrigation and Drainage cover simply what has been found necessary to main- tain that amount against surface evaporation from the soil under the best of conditions and through the crop itself. In the San Joaquin valley there is a long inter- val, from the end of July until the fall rains begin in November, when some evaporation is taking place from the surface soil, and enough rain must have fallen to bring the soil up to a good standard condi- tion of soil moisture before the crop is started in it, and the amounts in the table would need to be in- creased by so much, at least, as would be required to establish this condition. How much water would need to be added to the soil in the San Joaquin valley by the fall rains, in order to restore the proper amount of soil water, or how great the evaporation may be between harvest and seeding time, we do not know. We do know, however, that the rate of evaporation from the surface of a dry soil is not very rapid. In illustration of this, it may be stated that after removing a crop of oats from four of our cylinders in the field, a record was kept of the loss of moisture from them between Aug. 2 and Aug. 25, and it was found that the total evaporation from 7.068 square feet was 5.3 pounds. In another case, six cylinders in the field lost by surface evaporation between Jan. 10, 1894, and March 12, 41.8 pounds. The loss per 100 days expressed in inches in the first case was .6268, and in the second 1.243. Taking the first of these two figures, which is likely to be more nearly true for the district in question, the total loss would be .79 inches, and at the second rate Water Needed for a Given Crop 99 it would be 1.54 inches. It is certain that there is a further loss from these soils which is likely to be nearly if not quite as large as that computed, and that is the evaporation which takes place through the grain after coming to maturity, while it is standing upon the ground before being cut ; for it is known that the movement of water through the plant does not stop at once when the kernels have fully matured. Further than this, if a considerable time intervenes between the time of the first rains and the germination of the seed, and especially if, after the grain comes up, it for any reason makes an abnormally slow growth, there will then be considerable additional losses which are not included in the figures given in the table ; and it would seem that the average necessary loss of soil moisture from these lands which in no way contributes to the growth of the crop of wheat may easily be as high as 3 inches. If this be true, the figures in the last column of the table would be nearer 7.5, 9, 10.5, 12, 13.5 and 15 inches, respectively, for the differ- ent yields, than those stated. It is further probable that for the lighter yields, where the grain would have to stand thinner on the ground or else the plants be smaller, there would be absolutely more loss of water from the surface of the soil itself, and, hence, that the lower figures just given are likely to be found larger than they are there stated. The mean annual rainfall of the San Joaquin- Sacramento valley, as given by Harrington in his rain- fall map, ranges from 5 inches in the far south to 12 inches in the north, this amount all falling between 100 Irrigation and Drainage November 1 and May 1. The tenth census gives the average yield of wheat per acre as 6 to 13 bushels in the south, and from 13 to 20 bushels in the northern part of the valley. The average yield in California in 1879, on 1,832,429 acres, is placed at 16.1 bushels per acre ; while it is stated that certified records of yields as high as 73 bushels per acre are recorded from areas as large as 10 acres. If we consider the "dry farming" sections of the state of Washington, where most of the wheat grown has been the spring varieties, sown in April, and some- times as late as May, and harvested in August or early September, we shall have the growing season more nearly the same as that in the corresponding latitudes of the humid parts of the United States. Here, too, the rainfall in amount is very nearly the same as that of the district to the south for the corresponding period of time, but the rains begin a month earlier and cantinue a month later, so that the amount for the year is from 8.4 to 13.5 inches, or about 33 per cent more, while the mean yield per acre was 23.4 bushels in 1879, as against 16.1 bushels in California. There is here in Washington, as in California, a dry period of some 60 days, in which the crop is forced to come to maturity. It appears, therefore, from the observations and experiments regarding the number of inches of water which may be used in producing a ton of dry matter, and from practical experience in arid climates, that on deep, fertile soils, well managed, good, paying yields of wheat may be realized where the amount of rain is as Like Rainfalls not Equally Productive 101 small as 7 or 8 inches, and large yields when it reaches 12 to 15 inches, provided it has a suitable distribu- tion. LIKE AMOUNTS OF RAINFALL NOT EQUALLY PRODUCTIVE In the United States west of the 97th meridian, where the rainfall is notably deficient, except on the west side of the Cascade range in Oregon and Washing- ton, there are a large number of areas in which an effort has been made to grow crops of one kind or another without irrigation, and in considerable areas with marked success, as in the San Joaquin- Sacramento val- ley, in California, and in eastern Washington and Oregon, to which reference has just been made. In the sketch map, Fig. 20, prepared by Newell, the areas in which "dry farming," or farming without irrigation, has been practiced with greater or less success, are represented in black. It will be seen that this map shows a long, continuous area, just west of the 97th meridian, another one in California, and a third in Washington, besides very many smaller ones. These three larger areas receive very nearly the same amounts of rainfall for the year, but the distribution of it in time is very different. In California the rain all falls in [the six months, November to April, inclusive ; in Washing- ton it is from October to May, inclusive, while in the 97th meridian region, much the larger part of the rain falls during the months between April and September. The eastern region, therefore, has its moisture well dis- 102 Irrigation and Drainage \ / ""AH / V;\»; «v\ J-- / °^ LV\J .~.^!ig Fig. 20. The dry-farming areas (in black) in the western United States. (After Newell.) tributed through the growing season, while both of the western areas mature their crops in from 30 to 60 days of continuous nearly rainless weather ; and yet, if we Like Rainfalls not Equally Productive 103 compare the yields of barley, oats, rye and wheat in the three districts, taking the Tenth Census figures for California, Washington and Kansas for comparison, the yields are largest in Washington and smallest in Kansas, as shown below: i Mean yield per acre of Barley Washington .38 California 21 Kansas 12.5 Expressing these differences in percentages, we get: Washington 100 100 100 100 California 55.2 . 65.3 64.3 70 Kansas 32.9 46.3 85.7 40.4 As the soils in the three regions are notably fertile, and were in 1879 very close, on the average, to virgin conditions, the differences in yield can hardly be attrib- uted to differences in plant -food other than as influenced by soil moisture ; and as the quantity of rain which falls in Kansas during the growing season, April to Septem- ber, inclusive, is 11.5 to 16.8 inches, while that in Washington is only 8.4 to 13.5 inches, it appears plain that in some way the available moisture is more effective on the Pacific border than it is in the 97th meridian region. It would be of very great practical importance to understand fully the causes which permit so small an amount of rain as that of eastern Washington, falling, so much of it, before the growing season, to ensure the 104 Irrigation and Drainage maturity of such large crops under so clear a sky and in spite of so long and continuous a period of drought, while in western Kansas 25 to 38 per cent more rain- fall, well distributed through the growing season, pro- duces less than one -half the yield per acre. The yield is certainly less than one-half, because the averages used for Kansas are too large for the western section of the state, whose rainfall has been brought into comparison. While we are a long way from possessing the need- ful data for the solution of this problem, some of the factors are evident enough, and may be stated here. In the first place, the rains of the sections of California and of Washington under consideration fall in the cooler portion of the year, when the air is more nearly saturated and when the wind velocities are small, while the sun is much of the time obscured by clouds. All these conditions conspire to permit a large per cent of the water which falls upon the ground to enter it deeply, without being lost by evaporation, while a deep, retentive soil serves to prevent loss by drainage. In western Kansas, on the other hand, where the rain falls largely in the form of showers in the heated, sunny season of the year, and where the wind veloci- ties are high and the air extremely dry, it is plain that a much larger per cent of water falling as rain must be at once lost by evaporation from the surface of the soil, before it has had an opportunity to enter it deeply enough to be retained by soil mulches. In the second place, a frequent surface wetting of I/iJce Rainfalls not Equally Productive 105 the soil, such as takes place in Kansas, tends strongly to hold the roots near to the surface, where with scanty mulches they are certain to suffer severely whenever a period of ten days without rain occurs ; and if, under these conditions, the plant is able to send new roots more deeply into the soil, they can find there but a scanty supply of moisture, because there have been no winter rains sufficient to produce percolation. Then, again, after such a ten -day drought, with the surface roots now become inactive through a dying off of the absorbing root -hairs, when the next rain does fall, unless it is a very heavy one, the major part of it will be lost by evaporation from the soil, in the case of crops like wheat, oats, rye and barley, long before the plants are able to put themselves in position to take full advantage of it. In California and eastern Washington, the case is radically different. There the water gets well into the soil before the crop is put upon the ground. Moisture enough is present to produce germination, and the roots develop at first near the surface, when there is ample moisture present ; but later, under the rainless conditions, it is quite likely that they advance more and more deeply into the ground as the moisture in the upper layers of the soil becomes too scanty, and thus day by day the effectiveness of the soil -mulch is increased, while the roots have only to advance so far as is needful to allow capillarity to bring them the water they need from the store which the soil has re- tained. With these physical principles and conditions set down as foot -lights to illuminate our problem, and 106 Irrigation and Drainage with the other fact for a side-light turned upon it, that 6 inches of water, when the crop can have it to use to the best advantage, is enough to produce 20 bushels of wheat to the acre, we can see its outlines with sufficient clearness to feel sure that more study in the field would give us its full solution. As the matter now stands, the case is sufficiently clear that we may not conclude, because 9 to 12 inches of rain in California has produced abundant crops of wheat, that a similar rainfall in the sub -humid belt ought to produce like results. It should be sufficiently evident, also, that even with the best modes of till- age we can hope to adopt, there will still be much more water required per pound of dry matter pro- duced all through the sub -humid region, than is de- manded under the conditions of the lower San Joa- quin valley. The same principles make it very clear, also, that a judicious application of water by the methods of irri- gation, in many humid climates, is certain to be at- tended by marked increase in the yield. FREQUENCY AND LENGTH OF PERIODS OF DROUGHT In humid and sub -humid regions, it is the frequent recur- rence of periods of small or no rainfall, especially if they occur at the time when the crop is approaching or has reached the fruiting stage, that, more than anything else, makes extremely- careful and thorough tillage, or else supplementary irrigation, indispensable, if large yields are to be realized. In our repeated trials in the field cylinders here in Wiscon- Frequency and Length of Drought 107 sin, we have found it necessary to water all of the crops grown in them as often as once in seven days ; and even this period has been found too long for the soils which are coarse and sandy. So, too, in our field irrigation we have found that as much as 2 inches of water may be applied to corn, cabbages and potatoes as often as once in 10 days, with decided advantage unless, in the interval, there has been a rain of from .5 to a full inch, falling nearly at one time, so as to penetrate the ground deeply. To what extent and to what advantage tillage may take the place of irrigation, or make it undesirable, we shall discuss in the next chapter. Starting with the soil well supplied with moisture at seeding time, and then a uniform distribution of rains equal to 1 inch once in seven days through the growing season, we shall have all the moisture that would be needed for very large crops. On the average of years most parts of the United States east of the 97th meridian have this amount of rain during the growing season. It is true, however, that in many parts of the humid districts the distribution of the rainfall in time and in quantity is such as to cause severe suffering from drought. To show just why it is that in Wisconsin the irrigation of ordinary farm crops does produce a very marked increase in the yield, we have made a study of the distribution of the rainfall at Madison for the years 1887 to 1897, inclusive. The results are here given in a condensed form, as an illustration of the type of rainfall conditions under which, in a humid climate, it may be desirable to irrigate where water privileges are such as to permit it to be done cheaply. It is generally true that a rain of .05 or even of .1 of an inch, when it comes alone, separated by two or three days from any other rain, benefits ordinary farm crops but little ; but in order that we shall not undervalue the rain which falls, we have included everything, large and small alike, and have con- structed a table for these years, 1887 to 1897, which shows the length and number of periods in each year between April 1 and September 30, when there were consecutive days having a rain- fall whose sum did not exceed .05, .1, .5, 1, 1.5, 2, and 2.5 inches. The table is given below : 108 Irrigation and Drainage Table showing the number of periods, and the mean length of these periods, in each year when the amount of rain is not greater than that given at the head of the respective columns Rainfall Rainfall Rainfall Rainfall Rainfall Rainfall Rainfall of .05 in. of .1 in. of .5 in. of 1 in. of 1.5 in. of 2 in. of 2.5 in. '££ fl « rt « d » a £73 "" S^ '^ g-d '^ r^t, 'o . 2 £ ^ "5 Js ^2t, 5 J "2 ^2 C^S S^Ja S r,-s® "5 & •* ® "08 -8 3 *o® 'j? ® * d£ ® * o'J4 ® * o § £-fj }| g ^^ £ O ^'g ^'o a" 1887 20 7 22 6 18 9 12 13 11 14 10 18 8 24 1888 27 5 25 6 22 8 15 12 11 15 8 21 6 31 1889 21 7 20 7 16 11 13 15 10 18 7 26 6 31 1890 28 4 23 6 20 8 17 10 16 10 14 13 12 15 1891 20 8 20 8 15 12 11 15 8 22 7 26 5 36 1892 22 5 25 5 ' 22 7 20 9 19 9 15 12 13 15 1893 22 6 23 6 20 9 18 9 14 13 12 15 10 18 1894 20 7 18 7 16 9 15 12 13 14 9 14 9 20 1895 21 6 23 7 13 14 9 20 5 37 5 39 4 44 1896 27 4 27 5 27 6 26 7 19 10 15 12 11 17 1897 28 5 28 5 19 9 15 13 11 17 8 23 6 31 Av. 1'g'h period 5.82 6.18 9.27 12.27 16.27 19.91 25.63 Av. No. periods 23.27 23.09 18.91 15.55 12.45 10 8.17 Studying this table, it will be seen that during the eleven years there have been on the average in the growing season 23 periods of 5.82 days7 duration when the rainfall has not exceeded .05 inches ; there have been 23 periods 6 days long, with a rain- fall of .1 inch ; 19 periods on the average 9 days long, with a rainfall of .5 inch ; 15 periods each year 12 days long, with 1 inch ; 12 periods 16 days each, with but 1.5 inches ; 10 periods each season 19 days long, with 2 inches, and 8 periods each season of 25 days each, when the mean rainfall did not exceed 2.5 inches. If we will now compare the field yields which are produced under these conditions of rainfall, we shall be better able to see how important are the quantity and time distribution of rain. It Frequency and Length of Drought 109 is unfortunate that we are unable to present closely comparable data for more than the years 1894, >95, '96 and '97, and even for these years only for corn. As for other crops in the different years, they were grown on different soils ; but bringing the yields of dry matter of maize per acre into comparison with the rainfall conditions under which they were produced, we shall have the table which follows : Table showing the relation of yields of dry matter per acre to the quantity and distribution of rainfall Yield of dry matter per acre Aggregate No. of inches of rainfall Year Periods / No. of rainfall periods 1894 1895 1896 1897 \ Length \ Length /No. of \ Length /No. of \Length 4 , days O.OOO 1.401 4.145 3.405 .05 .1 .5 1 1.5 2 2.5 20 18 16 15 13 9 9 7 7 9 12 14 14 20 21 23 13 9 5 5 4 6 7 14 20 37 39 44 27 27 27 26 19 15 11 4 5 6 7 10 12 17 28 28 19 15 11 8 6 5 5 9 13 17 23 31 If the rainfall in 1896 and in 1894 is compared with that in 1895, when there was a very much smaller crop, it will be seen that the number of rainfall periods in 1895 is decidedly less, while the length of them is much greater. It was this much longer interval of time intervening between like quantities of rain which determined the small yield ; and it is this character of the rain of humid climates which so seriously cuts down the average yields per acre, and which makes it possible for the methods of irrigation to give such constant and such large yields wherever it is well practiced in arid climates. Taking the best year of the four, 1896, it will be seen that the average length of periods of 1 inch of rainfall was 7 days, and there were 26 of them in the six months, making about as uniform distribution of rain as is likely to occur in humid cli- mates ; but there were in this season 1 period of 10 days, 3 periods of 11 days, 2 periods of 12 days and 2 periods of 13 days' duration with but 1 inch of rain, which are too long in Wisconsin 110 Irrigation and Drainage to permit the largest crops the soil is capable of carrying. This statement is founded upon the fact that with plenty of water the same soils did produce much larger crops, the differences being such as are given in the table below: Table showing differences in yield when the natural rainfall in Wisconsin is supplemented by irrigation -Yields per acre- Corn Potatoes Strawberries Cabbage Barley Clover O> ® OD 0) o Q "e8 "cS ts "el ts ~c3 ^JM^tHrC &B rtf W) r£ Jtf ,3 ba 1 I I I I I 3 '§ I I I 'E a. a S -5 . « S S 4f • 2 5 ~ .» r -< o £ £ fc £ fc £ ££££>! Al TONS TONS BU. BU. BOXES BOXES TONS TONS BU. BU. TONS TONS 1894 5.176 3.835 6,867 3,496 1895 5.293 1.384 8,732 1,030 51 25 4.01 1.45 1896 5.15 4.145 394.2 290.5 22.79 20.04 3.632 2.254 1897 4.252 3.405 333.9 212.3 45.67 44.25 4.434 2.482 These figures show very clearly the insufficiency of rain in these four years to produce the largest possible yields, and they show to what extent irrigation in a climate such as that which has occurred during the years 1894 to 1897 in Wisconsin is likely to increase the average yields. CONDITIONS WHICH MODIFY THE EFFECTIVENESS OF RAINFALL The rains which fall upon a given area are not equally effec- tive under all conditions of soil and topography, and hence it happens that irrigation may be desirable in localities where the amount of rain which falls may be both large and uniformly dis- tributed throughout the growing season. It has been pointed out, in the study aiming to measure the amount of water required to produce a pound of dry matter, that it was necessary to water the sandy soils of coarse texture once in three to four days in order Conditions Modifying Effectiveness of Rainfall 111 to prevent the crops from suffering for lack of moisture, while once in seven days met the needs of plants growing upon soils of the finer texture used in the experiments. The difficulty in the case of soils of coarse texture is, not that the water evaporates more rapidly from the surface of them, nor is it because more water must be present in them in order that plants may utilize it, for it is true that the surface evapora- tion from them is slower than with most other soils, and that plants may use the water more closely from them than is possible when the grains are smaller. The real trouble is found in the fact that when they are underlaid by a coarse subsoil, and when standing water in the ground is more than 5 feet below the surface, the water drains out so completely in a short time that not enough remains to keep the crop from wilting. We do not yet know how closely the water may be used up in field soils of different textures before crops of different kinds will begin to suffer, or will have their rate of growth checked ; but the writer has found that clover, timothy, blue -grass and maize have their growth brought nearly to a standstill in a clay loam soil underlaid with sand at 3 to 4 feet, when the amount of water left in it was that stated in the table below: Table showing the amount of water in a clay loam, in the field when crops wilted Depth of sample 0- 6 inches loam and growth was brought nearly to a standstill Timothy and Blue-grass PER CENT 6-12 12-18 18-24 24-30 40-43 clay loam clay clay clay sand Clover PER CENT 8.39 8.48 12.42 13.27 13.52 9.53 6.55 7.62 11.49 13.58 13.26 18.37 Maize PER CENT 6.97 7.8 11.6 11.98 10.84 4.17 Nothing more definite can be said regarding the data of this table, than that under the moisture relations there shown, growth was practically at a standstill, and that when very considerably larger percentages of water were present in the soil the normal .te of growth was checked. 112 Irrigation and Drainage How completely water will drain out of sands by percolation under conditions in which almost no evaporation can take place, is shown by the data in the table which follows, in which the results were obtained by a set of apparatus shown in Fig. 21. It will be rsi ran rsi nan Fig. 21. Method of determining water-holding power of long columns of sand. seen that the conditions provided by the apparatus are such that standing water was maintained continuously in the soil at a level of 8 feet below the surface, and, hence, that the amount of water retained in the whole column was much greater than it would have been were it under such field conditions as when standing Water Lost by Percolation 113 water in the ground is found at greater distances below the sur- face : Table Effect grai Heigh abov« Trt showing the per cent of wate periods < ive diameter of sand QS 474 TYITT r in 8-foot columns of if different lengths t. .185 mm. .155 mm. • retained after percolai sand after percolation .1143mm. .0826mm. ting over 2 years t of sec'n 3 ground rater Water INCHES FEET PER CENT PER CENT PER CENT PER CENT PER CENT 96 . ... 93 .27 .17 .22 1.26 3.44 93 , ,...90 .22 .17 .23 1.16 3.44 90 , ,...87 .23 .16 .29 1.34 3.82 87 . ...84 .22 .15 .32 1.61 3.83 84 . ...81 .23 .18 .61 1.98 3.93 81 , , ... 78 .29 .19 1.07 2.32 4.19 78 . ... 75 .44 .26 1.33 2.61 4.38 75 . ...72 .89 .58 1.57 2.90 4.92 72 . ...69 1.18 1.16 1.80 3.12 4.94 69 . ...66 1.48 1.45 1.85 3.36 5.70 66 . ...63 1.71 1.67 2.03 3.56 5.91 63 . ... 60 1.80 1.80 2.18 3.92 6.43 60 . ...57 1.83 1.86 2.26 4.22 6.77 57 . 54 . ...54 ... 51 1.93 1.98 1.87 1.98 2.27 2.30 4.53 4.88 7.72 8.59 51. ...48 2.02 1.92 2.38 5.42 9.42 48 . ...45 2.03 2.12 2.46 6.03 10.50 45 . 42 . ...42 ... 39 2.02 2.06 2.07 2.18 2.71 3.08 6.99 7.47 11.34 12.58 39. ...36 2.17 2.29 3.46 8.71 13 36 . ...33 2.31 2.48 4.10 10.54 14.95 33 . 30 . ...30 ...27 2.36 2.63 2.65 3.14 5.09 6.36 11.77 12.95 15.90 17.20 27 . ... 24 2.86 3.63 8.74 15.05 17.96 24 . ... 21 *3.42 4.71 13.52 17.24 18.92 21 . 18 . ...18 ...15 4.26 6.41 6.76 9.38 23.57 27.93 19.08 19.37 20.49 21.34 15 . ... 12 9.77 14.66 23.61 21.44 21.63 12 . ... 9 16.08 21.31 22.46 22.69 22.68 9 . ... 6 19.33 22.39 2276 23.20 23.39 6 . ... 3 20.96 23.52 22.88 24.22 3028 3 . "... 0 21.58 2461 23.54 25.07 24.06 H 114 Irrigation and Drainage /gins. 2,1214 2,474.9 3,515. 4,576.2 5,831-5 Total water retained.... { percent ^ ^ ^ gAl • ^ Water retained after 4 /gins. 3,128. 3,551.1 4,259.9 5,672. 6,659.7 days I per cent 6.25 7.238 8.785 11.66 13.5 Water retained after 9/gms. 2,926. 3,213.5 4,094.7 5,416.2 6,452.8 days \ per cent 5.846 6.753 8.445 11.13 13.08 fgrns. 10,425.2 10,356.2 10,329.1 10,289.7 10,606.8 Totalwaterrecovered...(percent ^ ^ ^ ^ ^ Total weight of dry sand... gms. 50,050. 49,060. 48,490. 48,650. 49,340. A glance at this table shows how completely and how rapidly water will drain away by downward percolation from the coarse and fine sands when there is nothing within 8 feet of the surface to prevent it. It will be seen that in four days the coarsest sand had lost nearly three-quarters of all the water it could contain under flooded conditions, while the finest had lost nearly one- half ; and this has occurred, too, under such conditions that standing water is maintained within 8 feet of the surface. Had standing water been 16 feet from the surface, it is quite likely that the surface 8 feet of these sands would not have retained 3 per cent in the coarsest sample nor 5 per cent in the finest. With such a rate of loss of water from sands as this, it must be plain that the coarser soils, when they are long distances from standing water in the ground, or are not underlaid with a more impervious stratum near the surface, must lose the water which falls upon them as rain so rapidly that even in very humid regions they cannot maintain profitable crops without irrigation. It is this fact of coarse texture, coupled with the long inter- vals of deficient rain, more than a lack of plant-food, which has maintained in an unproductive state the extensive areas of sandy lands found in Minnesota, Wisconsin, Michigan, New York, New Jersey, and further south, in the United states, and throughout Belgium, Holland, and the plains of northern Germany, in Europe. Had the soils of these areas identically the same chemical composition, but a texture as fine as that of our best soils, so that water would drain from them no more rapidly, profitable agriculture could be practiced upon them under the rainfall conditions which exist. And it is possible to so supple- Water Lost by Surface Drainage 115 ment the rainfall upon these types of land by irrigation as, even with the coarse texture they have, to make them bear remuner- ative crops of various kinds, as has been abundantly proved in many places. Passing from the extreme type of "barrens" soil which we have been discussing, there are extremely large areas of only the less coarse loamy sands and sandy loams in all humid climates, where supplementary irrigation, could it be practiced, would greatly increase the average yields beyond the largest which are possible with the best of tillage ; but the truth of this proposition does not carry with it the corollary that it will pay to irrigate them whenever there is an abundance of water to do so. Then, there are topographic conditions which greatly diminish the effectiveness of the rain which may fall in a given locality. When the fields are decidedly rolling, every one is familiar with the fact that wherever heavy rains occur in short periods of time very considerable percentages of such rains flow at once over the surface to the lower lying lands, producing only damaging effects upon the hillsides. Under such conditions, it is plain that the measured rainfall of the growing season is not available for crop production, even though the texture of the soil were such as to retain the whole of it, could it rest upon the surface long enough to be absorbed. Further than this, the brows of hills, where they are exposed to the prevailing winds, lose a much higher percentage of the absorbed soil moisture by surface evaporation than is the case on the level plains or in the sheltered valleys, and from this it follows that when the whole rainfall of the growing season is only enough to make the soil produce at its full capacity, the exposed hillsides must receive irrigation sufficient to make good the losses by surface drainage and greater evapo- ration, if equally large yields per acre are expected. Again, in rolling countries, where the higher lands are porous, the rains which are there lost by deep percolation reap- pear under the lower lands, to supplement the rain which falls directly there, and often to such an extent as to make under- draining a necessity. Where these conditions exist, and where drainage is sufficient, so that crops may take advantage of the 116 Irrigation and Drainage underflow which gives rise to a natural sub -irrigation, it is evi- dent that on such lands a much smaller rainfall, and even longer intervals between rains, may occur without producing suffering from drought. From what has been shown regarding the amount of water used by different crops in coming to maturity, it is plain that with a full command of water for irrigation, it would be possible for crops to be grown on a given soil in a given locality when the natural rainfall would not permit that crop to be so grown. It is plain, therefore, that neither the amount of rain nor the dis- tribution of it are sufficient to determine under what conditions irrigation will or will not pay. CHAPTER III THE EXTENT TO WHICH TILLAGE MAT TAKE THE PLACE OF BAIN OR IRRIGATION WERE it desirable to irrigate all agricultural lands lying in humid climates, it would not be possible to do so, on account of the insufficiency of water for the purpose. The truth of this proposition will be evident if we deal quantitatively with the problem. THE INSUFFICIENCY OF WATER TO IRRIGATE ALL CULTIVATED LANDS Humphreys and Abbott have placed the mean an- nual discharge of the Mississippi at 19,500,000,000,000 cubic feet, while the catchment area is placed at 1,- 244,000 square miles. Assuming that these quantities are correct, then the mean annual run -off for the whole Mississippi basin would be 6.747 inches. But not all this run -off is available for irrigation, were it desirable to so use it ; for during ti large part of the time this water is flowing away when the season does not permit of its being used, and it is impracticable to impound it and hold it until it might be used. If we take the mean daily discharge of the river as TGT of its annual amount, and allow that the whole of this is (117) 118 Irrigation and Drainage available for irrigation purposes during the irrigation season, it is capable of watering but .092 of the catch- ment area at the rate of 2 inches of water once in 10 days. It is true that the mean run -off for the whole basin is less than is found in much of the United States ; but, taking a district where the mean drainage to the sea is 30 inches instead of 6.7, and supposing that this is collected into canals, so as to be used for irrigation, then it would be able to supply only about .4 of the area at the rate assumed above. It is safe to say that these estimates of the area which might be irrigated with such amounts of water is too large, for the summer discharge, when irrigation is needed, is in most drainage basins much less than the mean values which have been taken in making the calculations. Newell has made as close an estimate of the mean annual run -off for the United States as the then ex- isting data would permit, and has expressed the results in a map, which is reproduced in Fig. 22. An inspection of this map will make it plain, in connec- tion with what has been said, that however great irri- gation developments may become in the future, it is not possible for the practice to be extended so as to displace the methods of "dry farming." Hence the question, How far may tillage compensate for a defi- cient rainfall ? will long remain a pertinent one in agricultural practice. Since much less than one -half of agricultural lands can be irrigated under any efforts which can be made, 120 Irrigation and Drainage it is plain that the question, What are the largest possible yields which may be realized without irri- gation ? is of much greater practical moment than its converse. THE MOST WHICH MAY BE HOPED FOR TILLAGE IN THE USE OF WATER We have, as yet, been unable experimentally to demonstrate that any method of handling the soil under field conditions will permit it to abstract from the air above it an amount of moisture sufficiently large to materially contribute to the supply already in the soil, and thus aid in compensating for a deficient rainfall. The discussion presented on a preceding page, regarding the production of wheat in California and Washington without irrigation, certainly lends no weight to the view that the hygroscopic power of soils aids in supplying moisture to the crops under field conditions. Still, it must be admitted that those who maintain that soils do absorb important quantities of moisture from the air direct may continue to do so without fear of successful refutation by existing posi- tive knowledge. If it is true that soils do not withdraw from the air important quantities of water, then the most which can be hoped for by methods of tillage is that they may store in the soil and retain there the water which falls as rain, until that shall be removed by the action of the roots of the crop growing upon the field. Cer- tain it is that no method of tillage now practiced can Amount of Rain Needed 121 very much increase the moisture in the soil above that which falls as rain or snow. Further than this, we have no reason to believe that mere tillage, as such, can in any way diminish the rate of transpiration from the crop which is grow- ing upon the soil being tilled, unless, indeed, it should be done by root -pruning, a method decidedly injurious in most cases. It follows, therefore, that in no way can we hope, by methods of tillage, to diminish the loss of water by transpiration through the crop itself. We may, indeed, make the conditions for growth so favorable that the maximum amount of dry matter is developed during the time a given amount of water is being evaporated from the surface of the crop ; but so far as the direct influence of tillage is concerned, it can only lessen the evaporation from the soil surface, and reduce the losses by percolation and by surface drainage. No amount or kind of tillage can dispense with water ; that must be had, either from rain or snow, or be supplied by irrigation. With water enough in the soil to make a crop, good tillage will bring the most out of it ; but when the rainfall has really been deficient, nothing short of irrigation can make the crop. AMOUNT OF RAIN NEEDED TO PRODUCE CROPS IN HUMID AND SUB -HUMID REGIONS Having pointed out in a general way the limitations of tillage in conserving soil moisture for crop production, it is important to show how great its possibilities may be when unaided by irriga- tion ; for if in humid and sub -humid climates tillage may enable 122 Irrigation and Drainage all soils to produce maximum crops of all kinds, then irrigation will be unnecessary in them. It has been shown that, under conditions in which no water can be lost by surface or under -drain age: Clover uses 5.089 acre-inches in producing one ton of dry matter. Oats " 4.447 Barley " 4.096 Maize " 2.391 % ** " " " " Potatoes use 3.399 " " " " " " " These figures are an approximate measure of the demands of those crops for water, and if one, two or three tons of dry matter per acre are to be produced by these crops, then the amount of available rainfall needed will be given by multiplying the figures in this table by the yield which is expected per acre from the soil. Let us see what the available rainfall is in various parts of the eastern and central United States. To make the discussion as pointed as possible, let us draw our data from the states of Illi- nois, Indiana, Iowa, eastern Kansas, Maine, Michigan, Missouri, Minnesota, New York, Ohio, Pennsylvania, Vermont, and Wiscon- sin. In these states, what is the amount of rainfall available for crop production? In the map, Fig. 23, is represented the mean annual rainfall of the United States, as given by the Weather Bureau. Such a map, however, does not show the amount of water which is available for crop production, because, as shown on the map, Fig. 22, a large part of this rain is carried to the sea in the rivers, and cannot, therefore, be used in producing crops. But if the rains which would drain away were subtracted from the mean annual rainfall, the difference would still be too large, for we have many showers which are too slight to be of any service whatever. Not only this, but very light rains often do positive injury by destroying the effectiveness of earth mulches which have been developed by till- age, thus causing a loss of a part of the water already in the soil, with that which fell as rain. It is further necessary, in discussing this problem, to consider 124 Irrigation and Drainage the growing season of the specific crop in question, in order to know whether tillage alone will answer for that crop, unaided by irrigation. The first crop of clover, for example, must be largely made by the rains of May and June in the states which have been named, while the crop of potatoes will be determined more largely by that which falls between June and October. The period of barley would extend from May 1 nearly through July ; oats, from May to the middle of August ; and maize, from the middle of May to the middle of September. In the table which follows, the amount of rain which falls during the growing season of barley, oats and maize has been given, and. from the averages have been deducted the amounts which it is quite certain do not become available for crop produc- tion, on account of loss by drainage and by the light rains not penetrating deeply enough to be of service agriculturally: Table showing the mean rainfall for the growing season for barley, oats and maize Rainfall in inches for Barley Oats Maize Illinois 13 15 15.25 Indiana 13.5 15.25 16.25 Iowa 12.5 14.25 15.375 Eastern Kansas 12 13.625 14.5 Southern Maine 10.5 12.25 14 Southern Michigan 9.5 11 12.625 Missouri 13.25 15 16.375 Minnesota 10.75 12.25 13.75 NewYork 10.25 12 13.5 Ohio 11.75 13.5 15 Pennsylvania 12 14 15.75 Vermont 10.5 12.5 14.75 Wisconsin . . 11.5 13.25 15 Mean 11.616 13.375 14.779 Estimated loss by percolation and from light showers. 2.964 3.185 2.765 Mean effective rain 8.625 10.19 12.014 In estimating the loss from percolation and small showers, 2 inches has been assumed as the amount of percolation in the case of barley and oats, and 1.5 inches for maize. The amount deducted for small, ineffective showers has been gotten by taking the total Time Distribution of Rain 125 rainfall for Madison, Wisconsin, from 1887 to 1807, which was less than .2 of an inch in any day of 24 hours during the periods covered by the table. Now, these amounts of effective rain, could they be used with the same economy as we were able to use them in our plant cylin- ders, ought to produce the following yields per acre: Bu. per acre Barley 40.29 Oats 64.97 Maize 71.51 In making these calculations, the ratio of grain to straw for barley has been taken as 2 to 3, and for oats as 1 to 1.448: and we have used the percentages of water in grain and straw given in tables of feeding- stuffs. In the case of maize, data derived from direct determinations by the writer have been used. It will be seen that these computed yields, although much larger than average yields, are, nevertheless, very close to what is expected during our best seasons, when there has been plenty of rain, well distributed, and when the crop has not been affected by- disease or insects. It appears, therefore, that the rainfall for the thirteen states enumerated is sufficient in quantity to produce very heavy crops, not only of the three grains named, but of many others also. THE DISTRIBUTION OF EAIN IN TIME USUALLY UNFA- VORABLE TO MAXIMUM YIELDS There is little question that in the thirteeen states named, the mean yields of barley, oats and maize would easily be held to 41, 64 and 75 bushels per acre respectively, if it were only possible to control the distribution of rain in time and in quantity, as it is controlled by irrigation. As it is, however, such large mean yields can never be reached by tillage alone in a territory as extended as that under consideration. This will be evident from the table which follows, in which the mean yields of barley, oats 126 Irrigation and Drainage and maize for 1879 are given as reported for the 10th Census for the thirteen states: Bu. barley Bu. oats Bu. maize per acre per acre per acre Illinois 22.25 32.24 36.12 Indiana 23.35 25.02 31.39 Iowa 20.23 33.57 41.57 Kansas 12.52 18.77 30.93 Maine 21.81 28.76 30.99 Michigan 22.1 33.93 35.3 Missouri 19.01 21.34 36.22 Minnesota 25.62 37.97 33.81 New York 21.85 29.79 32.97 Ohio 29.7 31.49 34.09 Pennsylvania 18.57 27.34 33.37 Vermont 25.36 37.57 36.46 Wisconsin 24.68 34.43 33.71 Mean 22.08 30.17 34.38 If a comparison is made between these reported yields and those which are given above as possible with the recorded rain- falls, when a favorable distribution in time occurs, it will be seen that the mean reported yields are only about half as large as the computed ones, and as observed ones are in localities where the distribution of rain in time and in quantity has been favorable. These small average yields, reported from so many states, and agreeing so closely one with another, must be looked upon as expressing conditions unfavorable to large yields, and condi- tions which the best of management cannot hope wholly to counteract. The facts are that we are here confronted with results which are due, in a very large measure, to the long intervals between effective rains, to which reference has already been made. This uneven distribution is so general in its character that when the yields over wide areas are brought together for comparison, the small yields due to faulty distribution of rain so far outweigh the large yields, where the amount of moisture has been just right, that small averages are inevitable. Nor is this condition of things strange ; for, since the rainfall is in no way controlled by any factor operating to cause precipitation, either when it is Tillage to Conserve Moisture 127 wanted or in the amount which the particular crop on the par- ticular soil may at that time need, it cannot be expected that such a regime of chance would on the average develop the con- ditions most favorable to large crops. THE METHODS OF TILLAGE TO CONSERVE MOISTURE ARE OFTEN INAPPLICABLE If it is urged that better tillage and more systematic rota- tions of crops, coupled with a more rational practice of fertiliza- tion of the soil, would go a long way toward making larger average yields, every one must admit the truth of the assertion. But, while this is true, it must still be recognized that there are some cases in which the methods of tillage to conserve soil mois- ture are either wholly inapplicable or they may be applied only with so great difficulty or with so small an effect, that they have never come into general use for the specific purpose of saving soil moisture. The most important illustration in point is that of the hay crop, with which should also be associated that of pasture as well, when these are made from the grasses and from clover. With these two crops, hay and pasture, which together cover a wider acreage than any other single crop grown, there has not been and cannot well be any method of tillage aiming specifically to conserve soil moisture for the use of the crop. In the thirteen states referred to when discussing the yields of barley, oats and maize, there were cut 24,439,485 acres of grass, making 28,314,650 tons of hay, or at the mean rate of 1.158 tons per acre, in 1879. Nearly all of this hay is made during the months of May and June, when there is a mean rain- fall for the thirteen states amounting to 7.83 inches, of which not less than 2 inches is lost by percolation, and nearly .69 of an inch is ineffective on account of showers giving less than .2 of an inch, thus leaving an effective rain of 5.14 inches It has been shown that clover uses 5.089 acre -inches of water in producing one ton of dry matter, and at this rate 5.14 inches 128 Irrigation and Drainage of effective rain ought to give a yield of 1.01 tons of dry matter, equal to 1.188 tons of hay containing 15 per cent of water, while the observed mean yield is 1.158 tons. Now, this yield of 1.1 tons per acre is not what a farmer calls a good yield, for 1.5 tons to 2 tons per acre of hay are often cut ; but these larger yields are invariably associated with seasons of early heavy rain- fall. It must be evident, then, that in the thirteen states from Maine to eastern Kansas there are large areas where, if water could be applied to the first crop of hay, the yield might easily be increased 40 to 90 per cent, and there can be no question that the aggregate extent of such areas exceeds what could be supplied by all the water of all the rivers and all the ground water of those states. Then, again, in the case of such crops as wheat, oats, barley, rye, buckwheat, and the millets, which are sown broadcast or in close drills, it has not been usual to practice methods of tillage aiming specifically to save moisture ; but when the acreage of these crops in the United States, together with that of hay and pasture, is set aside, there remains relatively but a small part of the cultivated lands upon which intertillage is or can well be practiced. These statements are made neither to depreciate the impor- tance of conserving soil moisture by tillage nor to emphasize the importance of irrigation, but rather that each may be seen in its true perspective ; for the fact is, neither method is universally adapted to meet the needs of insufficient rain at all times and in all places. But there are conditions for which each is better suited than the other, and for a man to know these is to make him a better farmer. TILLAGE TO CONSERVE SOIL MOISTURE IS CHIEFLY EFFECTIVE IN SAVING THE WINTER AND EARLY SPRING RAINS It is not sufficiently appreciated that early and frequent till- age where irrigation is not practiced is far more important and effective in conserving soil moisture than later tillage can be after the ground once becomes dry. From this it follows that Tillage to Conserve Moisture 129 intertillage and surface tillage generally can be counted upon as capable of saving to the crop which is to be grown upon the ground only a part of the rains which fall in winter and spring. The rains of later June and July, August and September are usually beyond the power of tillage to conserve in any marked degree, without at the same time seriously injuring the roots of vegetation growing upon the ground. In the first place, after the last of June, in climates like that of the thirteen states selected, the water of nearly all rains is absorbed and retained in the surface 3 inches of soil or less. It is only the rains exceeding 1 inch which penetrate more deeply than this ; and to stir a wet soil is to hasten the rate of evapora- tion of moisture from the soil stirred. If, then, the roots of a crop have dried the surface 8 inches of soil so that it contains but 20 to 30 per cent of its full amount, and a rain falls which wets in but 2 inches, stirring that soil can save but little of the moisture. Further than this, when the surface of the soil has become so dry, capillarity acts very slowly to conduct the water downward into the soil. In the second place, most cultivated crops, in order to take advantage of the general fact that summer rains do not as a rule penetrate deeply into the soil, develop a system of roots ex- tremely close to the surface of the ground, where momentary ad- vantage may be taken of those rains which do not wet in deeply ; and hence it is that in sub-humid climates, and after a dry time in all climates, surface cultivation right after a rain may do posi- tive injury by cutting off roots which have been developed to take advantage of such rains, while at the same time the rate of evaporation from the stirred soil has been increased. Here, again, it is seen that rigid physical laws and conditions have set limitations to the methods of tillage as a substitute for irrigation. MIDSUMMER AND EARLY FALL CROPS DIFFICULT TO GROW WITHOUT IRRIGATION The fact that after early summer the surface of the ground usually becomes quite dry, coupled with the other fact that water I 130 Irrigation and Drainage percolates and travels downward through such soil with difficulty, makes the growing of a second crop of almost any kind very difficult and uncertain by methods of tillage unaided by irriga- tion. Every one is familiar with the fact of short pastures in midsummer and early fall, and that second crops of hay can be raised only in exceptional seasons, and even then they are seldom heavy. The difficulty in these cases is not that less rain falls during the summer and autumn, for the measured amount is actually greater. Neither is it true that they will not grow because it is out of season, for when plenty of water is supplied heavy crops of grass are obtained for the second cutting. As a matter of fact, the summer rains are less effective because they are re- tained so near to the surface as not to come within reach of the roots before they are lost by surface evaporation. In our own experiments in irrigating clover, there has been secured for the second crop of clover hay 1.789 tons in 1895, 2.035 tons in 1896, and 1.648 tons of hay, containing 15 per cent of water, in 1897, or an average for three years of 1.824 tons per acre. When it is recalled that the average yield of hay per acre for the thirteen states cited is but little more than 1 ton per acre for the first crop, when the rains have their maximum effective- ness, it is plain that without irrigation it is not possible to grow a paying second crop of hay to any extent in either the sub- humid or humid parts of the United States. Further than this, on account of the small effectiveness of summer rains, it is often quite impossible to secure a catch of clover with any of the small grains, while with irrigation the catch would be positively as- sured every year. These are cases in which present methods of tillage can do nothing, but in which irrigation will give certain results. The present season we put into the silo 6,552 pounds of clover and volunteer barley, cut from .58 acres of ground upon which had been harvested 45 bushels of barley to the acre. This was rendered possible by irrigating the land, and thus forcing the new seeding of clover after the crop was removed. In this way it was possible to get two good crops in one season from the Fall Plowing to Conserve Moisture 131 same piece of ground ; namely, 45 bushels of barley per acre, and the equivalent of 1.4 tons of hay containing 15 per cent of water. Only very extraordinary seasons would by any method of tillage permit this to be done. MEANS OF CONSERVING MOISTURE 1. Fall Plowing to Conserve Moisture In those parts of the world where winter precipita- tion is not large, so as to over -saturate the soil, and so as to cause the running together of soils, and thus destroy their tilth, fall plowing may be found very desirable when its chief object is to diminish surface evaporation during the winter and early spring, and where it is desirable to facilitate the ready and deeper penetration of the water into the soil which, during the growing season, has become dried to considerable depths. In order that fall plowing may be most effective in this way, it should be done as late as practicable, so that its looseness may not be destroyed by the early rains, and its usefulness as a mulch thus reduced; and also in order that it may allow the later rains and melt- ing snows to drop easily and more completely through it, when surface drainage will be prevented, and loss by evaporation will be reduced to the minimum. In such conditions capillarity and gravity may together aid in conveying the water into the second, third and fourth feet, where it will become most effective in supplementing the spring and early summer rains. The writer has shown, in "The Soil," p. 187, that 132 Irrigation and Drainage land in Wisconsin fall -plowed late in the season was found in the spring, even as late as May 14, to con- tain not less than 6 pounds of water to the square foot more than similar adjacent land not so treated. This is equivalent to 1.15 inches of rain, a very important quantity to have been stored in the soil at so late a period and in such a position that inter- tillage is certain to retain it for service when it is needed. It will be readily appreciated that this sort of tillage to conserve moisture is most important in the sub- humid and humid climates, whenever those dry seasons occur which close the year with an under -supply of soil moisture. It should not be inferred that this sort of tillage to save moisture must be confined to such lands as are to be sowed to small grains in the spring, or even planted to corn or potatoes. It is particularly desirable in all lines of orcharding, and where small fruits and grapes are grown. The laying down and covering of the plants need not prevent it, for the plowing may imme- diately precede the laying down. In the growing of small fruits without irrigation, the late fall tillage, just before the ground freezes, is a matter of considerable moment, because with strawberries, raspberries and blackberries it very often happens that a shortage of soil moisture just at the fruiting season results in a very serious loss through a reduction of the yield, and late, deep tillage will usually lessen this danger. If it should be urged by some that this practice applied to orchards would tend to stimulate a too late Subsoiling to Conserve Moisture 133 growth of wood in the fall, and thus lead to danger from winter -killing, the reply is that when it is done late, just before freezing up, there can be no danger on this score. 2. Subsoiling to Conserve Moisture Subsoiling to conserve soil moisture cannot have the extended practice that methods of surface tillage should, but there are cases when it is quite likely to prove sufficiently helpful to pay for the relatively heavy expense which it involves. In view of this fact, and because it is being urged particularly in the sub-humid /.%v - • ivOT .' %''>"> -^T77?^^ '' ANYtyWNW Increase of Cabbage Crop by Irrigation 175 There is thus shown a difference of 105.9 bushels of merchant- able tubers per acre, as an average of two years, in favor of the larger water supply. " EFFECT OF SUPPLEMENTING THE RAINFALL IN WIS- CONSIN FOR CABBAGE CULTURE In the work with cabbage, the rows were set 30 inches apart, and in half of the area the plants were set 15 inches apart in the row, and on the balance of the area 30 inches apart, of the variety Fottler's Drumhead. There were, in all, 22 alternating plots of 6 rows each, one half irrigated and the balance not. The soil was a rather heavy clay loam, which had been heavily manured the previous year, and had grown a crop of cabbage and cauliflower, but nothing was added this season. Flat and frequent cultivation was given until the plants were large and nearly covered the ground, July 21, when the first irrigation was made, the irrigated rows being furrowed the same as the potatoes, and not again disturbed. - The mean weight of heads produced under the two treatments ,s as follows : - Thin planting > Irrigated Not irrig. LBS. LBS. , Thick planting , Irrigated Not irrig. LBS. LBS. Firm heads . Loose heads . 7.6 6.95 4.33 5.13 3.23 4.46 2.39 tThe weight 'of the he re, was as expressed ii Thi Irrigated LBS. Firm heads 30.610 ads dress i the fol n planting Not irrig. LBS. 29,480 4,624 ed for market, computed for one lowing table: » / Thick planting < Diff. Irrigated Not irrig. Diff. LBS. LBS. LBS. LBS. 1,130 46,590 40,100 6,490 1,603 7,688 5,943 1,745 Loose heads 6,227 Total 36 837 34,104 39,220 2,733 3,510 54,278 64,100 46,043 57,630 8,235 6,470 Leaves and stumps. Grand total... Tons . 42,730 . 79,567 39.78 73,324 36.66 6,243 3.12 118,378 59.19 103,673 51.84 14,705 7.35 176 Irrigation and Drainage The amount of water given to this crop was 8.245 inches, in four applications, July 21, Aug. 3 and 10, and Sept. 3, 2.061 inches being applied each time. The difference between equal numbers of rows of cabbage irrigated and not irrigated is shown in Fig. 29. Were the cabbage grown for green fall and early winter feed for stock it will be seen that the close setting gives a difference in favor of irrigation Fig. 29. Difference in yield between cabbage, irrigated and not irrigated. amounting to 7.35 tons per acre. This occurred, too, under con- ditions in which the plots not irrigated received considerable water from seepage from the heavy irrigation of a piece of meadow. The same season that these experiments were made with cab- bage, similar ones were conducted with mangold- wurzels and with turnips. But while a good yield of beets was secured per acre, namely, 15.7 tons, there was only 18 pounds difference, the six rows of irrigated mangolds yielding 5,100 pounds and those not irrigated 5,082 pounds. The turnips, on account of a blight, did nothing under either treatment, and the same was true foi rape. THE EFFECT OF SUPPLEMENTING THE RAINFALL WITH IRRIGATION ON THE YIELD OF CORN During four consecutive years we have grown corn upon one area, irrigating a part and reserving another part not irri- gated, as a check. The soil of this plot is medium clay Ioam0 Increase of Corn Crop by Irrigation 177 Just before beginning the experiments it had been in clover, and was dressed with farmyard manure at the rate of 44 loads per acre before plowing, in the spring of 1894. Since this time it had re- ceived no manure or fertilizers of any kind, one object of the experiment being to ascertain whether under irrigation the land rapidly deteriorates in productiveness. Each season the corn has been planted very close, in rows 30 inches apart and in hills 15 inches in the row, working upon the hypothesis that when an abundance of water is supplied more plants may be grown upon the same area, the hypothesis having been suggested by the large yields universally secured in the experimental cylinders. The number of stalks in a hill has varied, but usually as many as 3 to 5 stalks have been allowed to mature. Both flint and Pride of the North dent corn have been grown each year, and one season a part of the area was planted with rows 36 instead of 30 inches apart. The table which follows gives the yields of water-free matter per acre, together with the rainfall of the growing season and water added by irrigation: Not Irrigated Irrigated Difference Kind of corn Water used Dry matter Water used Dry matter Water used Dry matter INCHES LBS. INCHES LBS. INCHES LBS. Flint Dent 8.15 7,916 7,426 ]fi.7G 11,080 9,625 8.61 3,164 2,199 Flint Dent 4.48 2,458 3,144 31.08 10,048 11,125 26.6 7,590 7,981 Flint Dent Flint Dent 15.02 10.66 8,129 8,450 6,766 6.853 27.07 16.36 10,320 10,280 8,571 8,438 12.03 5.7 2,191 1,830 1,805 1,585 It will be seen, from the data of this table, that there has been during the four years a mean gain due to the increased water sup- ply amounting to 3,543 pounds of water-free substance, while the mean yield under the season's rainfall with the best of tillage has been 6,393 pounds per acre, or an increase of 55 per cent. The smallest mean gain realized in any year has been 24.9 per cent and the largest 278 per cent. 178 Irrigation and Drainage In Fig. 30 is shown the difference between the corn on land irrigated and not irrigated in 1895, when there was the largest ob- Fig. 30. Difference in yield between maize, thickly seeded, irrigated and not irrigated, in a dry season. served difference in the yield. Fig. 23 shows the difference where the rows are 44 inches apart instead of 'JO inches, as in the former case. THE EFFECT OF SUPPLEMENTING THE RAINFALLL WITH IRRIGATION ON THE YIELD OF CLOVER AND HAY The crop of hay is, perhaps, the one above all others among the general farm crops which may be made to respond most effec- tively to irrigation in humid climates. Indeed, it is the chief one in Europe which has been grown by irrigation north of Italy Increase of Hay Crop by Irrigation 179 and southern France. Reference has already been made to water meadows. We have shown in another place that the average yield of hay per acre in thirteen states in this country was, for 1879, only 1.1 tons. It is true, however, that good soils, well managed, may be made to yield most years an average of possibly 1.5 tons per acre. There will be seasons, however, for these soils when the yield will drop back to 1 ton per acre. Again, those seasons are rare for most soils in the United States which will permit them to produce three -fourths of a ton of hay per acre as a second crop without irrigation. Our experiments in irrigating clover for a second crop gave 1.798 tons, 2.035 tons, and 1.773 tons of hay, containing 15 per cent of moisture, for the years 1895, 1896, and 1897 respectively. In irrigating the first crop of clover, the yields have been 4.01 tons per acre, in a case of sub -irrigation through tile drains in 1895, and 2.671 and 2.65 tons in 1897, which were surface irrigated, making an average for the two crops of 4.979 tons of hay per acre so thoroughly cured as to contain 85 per cent of dry matter. These results, it should be understood, are derived by making an actual determination of the dry matter in each crop and comput- ing the weights of hay from the amount of dry matter. It will be observed that these yields are more than four times e mean yield of the thirteen states cited in another place. In addition to the first and second crops, there has been each time an excellent third crop, which could be used for fall pasture, and easily double in quantity the non- irrigated fall feed of the best seasons. Fig. 31 is a view of the second crop of 1895, the third crop on the same ground, giving pasture for 58 adult sheep 31 days on 3.2 acres. In the spring of 1897 we seeded a piece of ground to clover with barley, irrigating a part of the barley twice, both to see what the effect would be upon the yield of barley and upon the clover CROP OF BARLEY AND A CROP OF HAY THE SAME SEASON 180 Irrigation and Drainage which had been sown with it. It so happened that immediately after each time of irrigating the barley a good rain followed, and the difference in yield of grain and straw per acre was small, as stated below: Irrigated Not irrigated Difference Air-dry straw -Ibs 5,735 5,133 G02 Air-dry grain— bu 45.67 44.25 1 .42 But the effect on the clover was very marked. In order to bring up the clover on the areas not irrigated, the ground was Fig. 31. Second crop of clover hay on irrigated ground. irrigated immediately after cutting the barley, July 23. Two other irrigations were given the ground, and as a result there was a crop of mixed clover and barley, cut on Sept. 22, which equaled 1.36 tons of hay. The barley cut with the clover resulted from the germination of seed which shelled in harvesting the grain, and was just heading out when it was cut to put into the silo. It is very evident, from these results, that it will be possible Increase of Small Fruit Crop by Irrigation 181 to seed clover with either oats or barley, and by cutting the first crop early for hay and then irrigating, a second crop of hay equal at least to one ton per acre may usually be taken, besides making it certain that a good stand of clover is secured for the next year. THE EFFECT OF SUPPLEMENTING THE RAINFALL FOR STRAWBERRIES The strawberry is a crop which will respond in a marked man- ner to judicious applications of water in most parts of the United States suited to its growth, as the results secured at this station by Professor Goff clearly show. His yields per acre were: Irrigated Not irrigated Difference BU. BU. BU. 1894 214 6 109 3 105 3 ]895 272 9 32 2 240 7 Mean . . 243.8 70.8 173 It is here seen that the irrigated yield was more than three times as large as that under natural rainfall conditions ; and not only was the yield this much larger, but the quality of the berries was also improved by the irrigation, they being larger and more salable. While we are able to cite no critical data regarding the advantage of irrigation in humid climates on blackberries, rasp- berries, currants and gooseberries, the unquestioned fact that these do very frequently suffer severely from the effects of drought leaves no room to doubt that these, like the strawberries, would be greatly benefited by irrigation in very many seasons. CLOSER PLANTING MADE POSSIBLE BY IRRIGATION It has been pointed out that in sub -humid climates the limiting factor which determines the number of plants which may develop to advantage in a given soil is the amount of available moisture ; but that in coun- 182 Irrigation and Drainage tries where there is an abundant and timely distribution of rain, or where irrigation is practiced, the number of plants per acre may be so far increased that the limiting factors become the available plant-food stored in the soil, the amount of sunshine which falls upon the area, or the circulation of air about the assimilat- ing foliage. It is very evident that were the amount of available water for crop production the only factor which de- termines the number of plants which can be grown per unit area, the methods of irrigation would make it pos- sible to greatly increase the yield of almost any crop in the most humid of climates. But there are many limiting factors which set rigid bounds beyond which irrigation may not pass. Sufficient breathing room in the soil. — Since the roots of all cultivated plants demand free oxygen in the soil for their respiration, and since not only the possible quantity of free oxygen in the soil, but the rate at which it may be supplied, decreases as the quantity of water in the soil increases, and since the closer the plants are set upon the ground the more densely crowded must the roots be in the soil, and the more rapid must be the interchange of gases between the soil and the air above in order to meet the increased demands for growth, it is plain that the demand for free oxygen in the soil sets a rigid limit beyond which closer planting must not be pushed. It must be kept ever in mind that the soil is like a very poorly ventilated assembly hall, which may easily be so crowded as not only to produce discomfiture to Factors Limiting Closeness of Planting 183 its occupants, but disaster as well. Nor do the roots of the plants which occupy the field constitute the only demand for free oxygen in the soil, for the various fermenting germs which transform humus into avail- able nitrates must have free oxygen, or the all- important nitric acid cannot be made, and the farm- yard manures applied to the soil must lie there unal- tered and of no avail. Soil temperature reduced by too close planting. — Then, again, too heavy verdure above the soil so completely absorbs the heat from the surrounding air and dissi- pates it again into space, that the soil temperature can- not rise high enough to produce the maximum rate of solution and production of plant -food, nor the maximum root pressure so essential to sending the dis- solved and prepared food into the foliage above, where assimilation takes place ; while the humus and ma- nure-fermenting germs themselves must work the slower the lower the soil temperature is after it falls below 98° F. It is true that available nitrates may be applied to the soil direct, and other of the ash ingredients in soluble form may be added, or the soil may receive thorough and repeated tillage before the crop is put upon it, and thus a supply in advance be generated, which leaves more of the oxygen and of the soil warmth for the service of the roots; but neither of these con- ditions can be attained except at added cost. The sunshine itself is limited. — Even when we come to the item of sunshine itself, it is easy to so increase the number of plants that not enough sunshine can be absorbed to produce normal growth, and a diminished 184 Irrigation and Drainaye yield or inferior quality results. The taller the plants which are brought togethe-r, the farther apart as a rule must they be placed, in order that sufficient sun- light for the best results can be had. The flint varie- ties of maize are readily grown closer together than the smaller of the dent varieties, and these, in their turn, may stand closer on the ground than the large southern varieties. Neither the starches nor the cellulose out of which plant tissues are built can be properly organized and laid down in too feeble a light, for its actinic power is demanded to accomplish this work, just as it is in pho- tography. When it is remembered that an instanta- neous exposure of a plate in the bright sunshine may accomplish more chemical change in the negative than can be done in two minutes in the diffused light of a well-lighted room, it can be readily understood that the work of assimilation in the lower leaves in close plant- ing must be greatly enfeebled. It is for this reason, apparently, that ears will not form on stalks of maize planted too closely, and that they form more abundantly in closer planting on the small, low varieties than on those which are taller. It is for the same reason, too, that too closely planted crops of almost any kind have weak stems and are unable to stand up well, often lodging ; neither the starches for the kernels, in the former case, nor the cellulose in the latter for the building of the frame- work, are able to form rapidly, and abnormal growth is the result. Whoever has entered and emerged from a tunnel has been surprised at the short distance from Factors Limiting Closeness of Planting 185 the mouth at which the tunnel becomes dark ; th^ re- peated reflections from the walls soon absorb completely all of the light which enters. It is the same way with close planting, especially if the individuals are tall, the upper parts of the tall plants absorbing just as much light as the same length of shorter plants, hence leaving less light to work in the foliage and stems of the lower parts. Possible insufficiency of carbon dioxide in close planting. — When a crop like maize, which grows so tall and spreads its leaves so broadly, is planted closely it seems not impossible that on days of exceptionally bright sunshine and when very little wind is moving, there may be such rapid consumption of carbon dioxide from the air as to so far reduce its amount that an inadequate supply may actually reach the plants. It has been shown on a preceding page that a clover crop yielding 4,500 pounds of hay per acre demands for its carbon all of the carbon dioxide contained in a layer of uniform density covering the acre 3,503 feet deep. But in the case of a corn crop, in which the yield of water- free matter has exceeded 14,000 pounds, the volume of air required to give up its carbon dioxide must have exceeded that above more than threefold, or a column of uniform density exceeding 10,509 feet in height. Fully 80 per cent of this assimilation of carbon by the corn plant must take place in the 50 days following July 1. Imagine, if you will, a field of corn 160 rods long and 1 rod wide, enclosed by a transparent structure having the same floor space and rising to a height of 10,000 feet, so as to enclose the 186 Irrigation and Drainage volume of air stated above. Now, let this structure be provided with a ceiling without weight, which is lifted as the corn grows in height. This imaginary ceiling is to separate the volume of air stored above from the moving air in the corn field below, and to admit through a changing doorway a steady stream whose cross - section is that of the transverse section of the room occupied by the corn. How rapidly must this stream of air flow in order to discharge 80 per cent of the volume contained in the structure in the sunshine hours of 50 days ? The maximum number of sunshine hours in the latitude of New York is about 623. If we suppose the corn to be 1 foot high July 1 and 10 feet high on August 19, the ceiling to have risen uniformly in the meantime, so that the stream of air increased in depth from 1 foot to 10 feet ; then, taking the mean depth of the moving air current at 5.5 feet, its hourly velocity, in order to convey the 80 per cent of air across the field, must have been 1.167 miles. On the other hand, let us suppose the corn field to be square, so that the area is as compact as possible, so that a stream of air now about 13 rods wide instead of 1 is passing across it. The required velocity to convey the 80 per cent of air across the field is now only one- ninth of a mile per hour and less than 10 feet per second. Since the yield of dry matter per acre is the largest we have yet raised under field conditions, and the computed velocities above are so small, it does not appear likely that an insufficiency of carbon dioxide in the air can ever be a serious limiting factor to the closeness of planting when irrigation is practiced. Maximum Limit of Productiveness for Maize 187 MAXIMUM LIMIT OF PRODUCTIVENESS FOR MAIZE In order that some idea of the possible maximum yields of maize per acre might be formed, we have gone into the field, when the corn was mature, and selected 40 of the largest stalks bearing the largest ears we could find, and have determined the water -free matter in both ears and stalks, in order to secure a measure of the mean maximum adult plant to use as a basis of computation for this problem. The results were these: 40 stalks of Pride of the North maize contained 15.6 Ibs. water-free substance. 40 ears " 16.1 " 40 " " 13.7 " shelled corn. 40 " " " " 2.4 " cobs. Using these data, we may compute the maximum possible yields per acre where different degrees of closeness of planting are adopted, supposing that every plant produces a maximum -sized stalk, bearing a maximum ear corresponding with the data above. Then maize planted in hills 4 feet x 4 feet, and 4 stalks in a hill, or in drills 4 feet x 1 foot, might yield 8,630 pounds dry mat- ter, 3,730 pounds kiln-dried shell corn, equal to 66.61 bushels, or 73.27 bushels when containing 10 per cent of moisture. With maize planted in hills 44 inches x 44 inches, 4 stalks in a hill, or 44 inches x 11 inches in drills, the maximum yield per acre would be 10,270 pounds dry matter, 4,439 pounds kiln-dried shelled corn, equal to 79.27 bushels, or 87.2 when containing 10 per cent of moisture. Maize planted 42 inches x 42 inches, 4 stalks in a hill, or in drills 42 inches x 10.5 inches, might yield 11,270 pounds of water- free matter and 4,871 pounds of kiln -dried shelled corn, equal to 87 bushels, or to 95.7 bushels when containing 10 per cent of moisture. Maize planted 36 inches x 36 inches, 4 stalks in a hill, or in drills 36 inches x9 inches, might yield 15,340 pounds of dry matter and 6,600 pounds of kiln-dried shelled corn, equal to 118.4 bushels, or to 130.27 bushels when containing 10 per cent of water. 188 Irrigation and Drainage Maize planted 30 inches x 30 inches, 4 stalks in a hill, or 30 inches x 7.5 inches in drills, might yield 22,090 pounds of dry matter per acre and 9,574 pounds of kiln -dried shelled corn, equal to 170.4 bushels, or 187.44 bushels containing ]0 per cent of water. Maize planted 30 inches x 15 inches, 4 stalks in a hill, or in drills 30 inches x3% inches, might yield, if every stalk equaled the average of the 40 stalks cited above, 44,180 pounds of dry matter per acre and 19,148 pounds of kiln-dried shelled corn, equal to 340.8 bushels, or 374.88 bushels when containing 10 per cent of moisture. Some of the yields here computed have been realized under field conditions, but the higher ones never have been and prob- ably never can be, under any system of culture as a single crop. In our experimental work with the large cylinders, the largest yield we have obtained was 34,730 pounds of water-free sub- stance when 4 stalks occupied a soil space of 1.767 square feet, which is closer planting than the closest given above, namely rows 30 inches apart, with corn in drills, stalks \% inches apart. The largest yield we have secured in the field was on an area of irrigated ground measuring about 2,400 square feet, where the amount of dry matter per acre was 29,000 pounds, or 14.5 tons. In this case, the corn was planted in rows 30 inches apart and in hills 15 inches apart, with 3 to 5 stalks in a hill. The area was not an isolated plot, but was a selected spot in an irrigated area where, on account of a sag in the ground, the corn had received more than the average amount of water. The closeness of planting in this case was equivalent to drilled rows with 1 stalk every 3% inches, which is the same as the closest given above, but the corn was a variety of flint maize, not dent. THE OBSERVED YIELDS OF MAIZE PER ACRE PLANTED IN DIFFERENT DEGREES OF THICKNESS AND WITH DIFFERENT AMOUNTS OF WATER It has been possible, with our irrigation, to make a direct test of the influence of the amount of water on closeness of planting Maximum Limit of Production for Maize 189 maize, and thus to demonstrate whether, with the aid of irriga- tion, it will be possible in humid climates to secure larger yields by planting closer together. The problem this year has been tested with two varieties of maize, Pride of the North, and a white dent of unknown name. Each has been planted in rows 44 inches apart and in hills 15 inches in the row. The white dent was thinned to 4 stalks, 3 stalks, 2 stalks, and 1 stalk in a hill, and the Pride of the North to 3 stalks, 2 stalks, and 1 stalk in a hill. It was found, after the stalks had attained some size after thinning, that the white dent threw out 1 and sometimes 2 suckers where it had been thinned to 1 stalk. These were allowed to stand, rather than incur the risk of introducing greater irregularities which would be unknown. But few of these suckers matured ears, and hence their effect has been to increase the amount of stalk in proportion to the ear, and possibly even to reduce the weight of ears, particularly on the ground not irrigated. The Pride of the North was planted on ground from which hay had been cut three consecutive years, and in which a fair amount of clover was maintained, the land having been irrigated. The white dent was grown upon ground from which two crops of cabbage had been taken, and which had been irrigated for both crops. Preparatory to planting the first crop of cabbage, after turning under the clover sod, the ground had been given a dressing of partly rotted stable manure amounting to 68 tons per acre. In addition to this, a mixture of commercial fer- tilizers consisting of 157 pounds of bone meal, 25 pounds Armour's "all soluble" fertilizer and 6 pounds of nitrate of soda was sown broadcast upon the ground Aug. 16. Neither manure nor fertil- izers of any kind were given to the soil of either piece for the season the corn was grown nor the year before. In both cases the corn was harrowed before coming up, and cultivated twice in a row until too large to work longer. The several areas bearing corn of different degrees of thickness were divided into three sub-plots, and the middle one in each case was not irrigated, while the two adjacent ones were. At maturity the corn was husked, and the amount of water- free substance in both ear and stalk determined in each case. 190 Irrigation and Drainage The photo -engravings, Figs. 32, 33, 34 and 35 (pages 192, 193), s*how the relative amounts of corn husked from each plot and the areas upon which these were grown, while in the table below are given the yields per acre: WHITE DENT , 4 stalks . 3 stalks « / 2 stalks . 1 stalk » Dry matter Shelled Dry matter Shelled Dry matter Shelled Dry matter Shelled per acre corn per acre corn per acre corn per acre corn LBS. BU. LBS. BU. LBS. BU. LBS. BU. Com Irrigated 11,426 53.44 12,567 63.23 11,712 66.01 9,554 49.53 Corn not Irrigated 8,758 30.38 9,126 39.45 7,931 48.66 7,354 39.03 2,668 23.06 Difference in Yield 3,441 23.78 3,181 17.35 2,200 10.5 In the case of the Pride of the North, the corn was planted 3 stalks, 2 stalks, and 1 stalk in a hill, and the yields in this case were as follows : PRIDE OF THE NORTH DENT . 3 stalks > Dry matter Shelled per acre LBS. 12,300 10,265 2.035 corn BU. 73.24 45.20 28.04 i 2 stalks . Dry matter Shelled per acre corn LBS. BU. Corn Irrigated 11.350 69.62 Corn not Irrigated 9,328 47.79 Difference 2,022 21.83 / 1 stalk » Dry matter Shelled per acre LBS. 8,944 8,536 408 corn BU. 55.29 52.65 3.64 , It will be seen from these tables that the yield of water -free substance per acre was largest in every case where the corn was planted 3 stalks in a hill every 15 inches, and in rows 44 inches apart. It is a significent fact that this is true, not only with both Yields of Maize ivitli Irrigation 191 -varieties of corn, but also where the corn was irrigated and. where it was not irrigated. It will be seen, further, that the smallest yield of dry matter per acre was produced where the smallest amount of seed was used, namely, where 1 stalk grew every 15 inches ; but one-third the number of plants produced about three- fourths as much dry matter per acre as did the larger number of plants. It must be understood, however, that so far as mere water is concerned, the thinnest planting had decidedly the advantage, as no effort was made, even on the ground irrigated, to make the water applied proportional to the number of plants and, there- fore, to the evaporating surface. Whether making the amount of water proportional to the number of plants would have materi- ally increased the yields of the thicker seeding, is a problem which awaits demonstration. Indeed, we do not, as yet, know that the thinnest seeding had all of the water which could be used to advantage, even where irrigation was practiced. But the fact that the smaller variety of maize, Pride of the North, the one which produced no suckers, and, therefore, the one which more nearly represented 1 stalk every 15 inches, only gave an increase of 408 pounds of dry matter per acre for the 7.642 inches of water added by irrigation to the rainfall of 10.66 inches, appears to show that this corn found in the 10.66 inches of rain nearly all the water it could use to advantage. This view is strengthened, also, by the fact that the theoretical yield of dry matter per acre for the maize, computed from the data in the table on page 187, is 8,848 pounds, only 312 pounds more than was observed. Looking at the yield of kiln -dried shelled corn per acre, it will be seen that here a somewhat different relation holds, the largest crop with the white dent variety being secured from 2 stalks in a hill every 15 inches ; but with the smaller variety of Pride of the North the largest yield of shelled corn coincided with the 3 stalks in a hill where irrigation was practiced ; but where the natural rainfall alone produced the crop, the largest yield was associated with the thinnest seeding, or 1 stalk every 15 inches in the row. It is a noteworthy fact, too, that -the 7 ..642 192 Irrigation and Drainage inches of water added by irrigation only increased the grain yield 3.64 bushels per acre on the thinnest seeding, appearing to show Fig. 32. Maize, irrigated and not irrigated, four stalks in a hill, middle section not irrigated. that for this soil and rainfall there was very nearly the right num- ber of plants in the row. -• & *£ Fig. 33. Maize, irrigated and not irrigated, three stalks in a hill, middle section not irrigated. In regard to the yields from the thicker seeding, it must be said that it does not follow from the experiments that they might not have been quite different if, in the application of water to the several plots, the amounts had been made proportional to the number of plants growing on the area ; for it may fairly be pre- Influence of Thick Seeding on Development 193 sumed, until positive demonstration shall prove to the contrary, that in case there was a deficiency of soil moisture for the thick Fig. 34. Maize, irrigated and not irrigated, two stalks in a hill, middle section not irrigated. seeding, a larger supply would have increased the yield of shelled corn as well as the total amount of dry matter. Fig. 35. Maize, irrigated and not irrigated, one stalk in a hill, middle section not irrigated. INFLUENCE OF THICK SEEDING AND IRRIGATION ON THE DEVELOPMENT OF THE PLANT It was observed, the first year the maize was planted thickly and irrigated, that the corn did not appear to develop quite nor- M 194 Irrigation and Drainage mally, the tassels coming into bloom before the silks were ready to receive the pollen, and it looked then as though the failure to develop the normal amount of ears might result from this ab- normal development, in time, of the staminate and pistillate flowers. The facts are that very few kernels at all formed on the non- irrigated dent variety, and only imperfect ears matured on the flint variety ; while on the irrigated plots very many ears never filled at all, and with many of those which did develop ears, the kernels did not cover the entire cob, it being very often observed that no kernels at all formed at the butt of the ear, and sometimes none even half way to the tip. Whether the thick seeding and rapid growth stimulated by irrigation retards the development of the ear by shading, or overstimulates the maturing of the tassel so as to interfere with the proper fertilization, cannot be decided from data yet at hand, although the appearance of the plants looks very much as though such an abnormal development had been brought about. The nodes of the stalks are certainly lengthened by the close planting and irrigation practiced, but not all are equally affected. If it is true that a certain intensity of sunlight is required for the proper maturing of the ear, it might be anticipated that the effect of the shading would stimulate a greater elongation of the lower than of the upper nodes of the stem, thus placing the ear in more intense light. To ascertain whether any such change as this had occurred, measurements were made of 40 stalks of irrigated thick planting, and a corresponding number of plants not so closely planted and not irrigated, of Pride of the North dent, with the result that in the non-irrigated corn the height of the axil bear- ing the ear was 46.82 per cent of the height from the ground to the base of the tassel ; while that of the irrigated corn was 55.2 per cent of the height. That is to say, the ear axil in the thickly planted irrigated corn was raised 8.38 per cent nearer to the tassel. In a second set of measurements, with the same variety of corn, the height of the axil bearing the ear was 49.44 per cent of the height of the tassel above the ground, while under the condi- Influence of Thick Seeding on Development 195 tions of irrigation the height of the axil was 56.94 per cent of the height of the tassel, making a difference in this case of 7.5 per cent in the same direction. In the case of a variety of flint corn, however, the conditions are the reverse of those just cited, the axil bearing the ear being 41.16 per cent of the height of the tassel, while on the ground irrigated this height is 39.59 per cent of the height of the tassel above the ground. The case is, therefore, not without exception as tending to show that the deficiency of light modifies the plant in the manner pointed out. CHAPTER V THE AMOUNT AND MEASUREMENT OF WATER REQUIRED FOR IRRIGATION THERE is no problem of greater or more fundamen- tal importance to the irrigator than that which deals with the amount of water required to produce paying yields when correctly and economically handled in the production of crops of various kinds. The problem is an extremely complex one, which has received as yet very inadequate systematic study on a rational basis, such as the exigencies of the case demand. THE MAXIMUM DUTY OF WATER IN CROP PRODUCTION A given quantity of water applied to the soil, either in the form of rain or by methods of irrigation, renders its greatest service when the whole of it is taken up by the roots of the crop growing upon the ground, leaving none to be lost by surface evaporation or by percolation> unless, indeed, some soil leaching is indispensable to unimpaired fertility. Were it practicable to establish and maintain field conditions of culture which would insure that all water lost from the soil should take (196) The Duty of Water 197 place through the foliage of the crop being fed, then a very small rainfall during the growing season, and a very small amount of water added by irrigation, would suffice for the production of large yields. In other words, the duty of water in crop produc- tion is determined by the necessary losses: (1) by transpiration through the plant ; (2) by surface evapo- ration from the soil ; and (3) by surface and under- drainage. The more these sources of loss may be cur- tailed, the larger will be the duty of water in both arid and humid regions. In countries where irrigation must be practiced in order to successfully grow crops, skillful management may almost wholly prevent loss by drainage, and loss by surface evaporation from the soil can be made relatively very small, so that the major loss may be that which is transpired through the plant itself. So, too, in humid climates, the losses during the grow- ing season by both drainage "and surface evaporation may be greatly reduced through skillful, intelligent practice. It will, therefore, be helpful, in forming an estimate of the possible duty of water, to use the data already presented in another place to compute the minimum number of acre -inches of water which may be made to produce yields of different amounts under the condi- tions where no drainage takes place, and where surface evaporation is made as small as it can well be. The results of such a calculation are given in the table which follows: 198 Table showing the Irrigation and Drainage highest probable duty of water for different yields per acre of different crops Bushels per acre.. 15 20 30 40 50 60 70 80 100 200 300 400 Name of crop Least number of acre-inches of water Wheat 4 5 6 9 12 15 18 Barley 3 21 428 642 8.56 10.7 12.84 1498 Oats 2.35 3.13 5.70 6.27 7.84 9.40 10.98 12.54 15.68 .... Maize 9 W 3.36 5.04 6.72 8.4 10.08 11.75 13.43 16.77 Potatoes .41 .62 .83 1.03 1.24 1.45 1.65 2.07 4.14 6.2 3.27 Tons per acre I 2 3 4 6 8 10 12 14 16 18 20 Least number of acre-inches of water Clover hay, 15 per cent water 4.43 8.85 13.28 177 26.55 35.4 44.25 Corn with ears, 15 per cent water. 2.08 4.16 6.24 8.32 12.47 16.61 20.72 24.95 29.1 33.26 37.42 41.58 Corn silage, 70 per cent water. 1.41 2.82 4.23 5.64 8.46 11.28 14.1 16.92 19.74 22.56 25.38 28.2 This table must be regarded as showing the mini- mum amounts of water which will bring the crops named to full maturity so as to produce the yields speci- fied under conditions of absolutely no loss by surface or under -drainage, and where the evaporation from the soil itself is as small as it can well be. It must be further understood that the soil at seeding time already possesses the needful amount of water for the best con- ditions, and that at the end of the growing season it is yet so moist that no check to vigorous, normal growth has occurred. The figures in the table may, therefore, be regarded Conditions Modifying the Duty of Water 199 as the nearest estimate now attainable of the minimum amount of water the irrigator can hope to deliver to his field where the yields there stated are expected ; and if there are necessary losses in bringing the water to the field, either by seepage or evaporation from the main or lateral ditches, or if the water is badly handled, so that there is a large amount of percolation ; or, again, if unnecessary losses occur through lack of proper tillage after irrigation, then the amounts stated in the table must be exceeded by the amount of these losses. CONDITIONS WHICH MODIFY THE AMOUNT OF WATER REQUIRED IN IRRIGATION Among the many factors and conditions which increase or diminish the duty of water may be mentioned: 1. The ^peculiarities of the crop grown. — From what has been said regarding the amount of water required for a pound of dry matter and for yields of different amounts for different crops, it will be evident that both the amount of water required by a given crop and the frequency with which it should be applied will depend much upon the crop being grown. This variation in the amount of Water required by different crops depends upon many factors, some of which are not well understood. Both the number and size of the breathing pores of the green parts of the plant, through which the air enters and from which the moisture escapes, may be expected to play an important part in determining the necessary loss of water which takes place. So, too, will the character of the foliage and the habit of the plant as influencing the amount of wind movement, and of shade over the soil of the field, effect the necessary loss of water from the soil. In illustration of the influence of the shade offered by the crop upon the loss of water from the soil may be cited the differ- 1200 Irrigation and ence in the amount of water in the soil of a potato field where the rows extended east and west, thus producing a shade on the north side of each row. The samples of soil were taken June 27. In this case the rows were planted 3 feet apart, and the table given on page 161 shows a difference of 4.5 per cent in the upper six inches on the sunny and shaded sides of the row. Then, too, if the roots of the crop do not penetrate deeply into the soil, more water will be required, for the double reason that more water is liable to be lost by percolation below the root zone, and because a greater frequency of water will be required than if the roots went deeper ; hence, there will be more loss by surface evaporation. 2. Tlie character of tlie soil. — In the studies which have been made regarding the- amount of water required for a pound of dry matter, there has been nothing to indicate that a plant ^rowini: in one soil requires more water than when growing in another, provided there is always an abundance of plant-food available to the crop throughout its period of growth. In other words, if it were possible to avoid losses by seepage, and by evaporation other than that which takes place through the growing crop, it does not appear that the duty of water would vary with the character of the soil. But, while it is true that by skillful management water may be distributed, even over the soils of coarse texture, with little or no waste through seepage, and while surface evaporation may be very greatly reduced by suitable methods of applying the water and of tillage, there will always be those living under the same water supply who are less skillful than others, and who will, by their lack of skill, require more water in order to secure the same yields ; and, in consequence of this,, the duty of water will vary to some extent with the soil. There are really wide variations in the effectiveness of mulches developed from different soils, and while these are not as great as the variations in the rates of seepage, the losses of water through surface evaporation are less completely under con- trol than those due to percolation. The force of these statements Conditions Modifying Duty of Water 201 will be more readily appreciated after a study of the results given in the following tabte: *Table showing the difference between the effectiveness of mulches developed from different kinds of soil i — Loss of water per 100 days — > Mulch Mulch Mulch Mulch Black marsh soil: No mulch 1-in. deep 2-in. deep 3-in. deep 4-in. deep Tons per acre 588 355 270 256.4 252.5 Inches of water 5.193 3.12 2.384 2.265 2.23 Per cent saved by mulches 39.54 54.08 56.39 57.06 Sandy loam : Tons per acre 741.5 373.7 339.3 287.5 335.4 Inches of water 6.548 3.3 2.996 2.539 2.785 Per cent saved by mulches 49.6 54.24 61.22 57.47 Virgin clay loam : Tons per acre 2,414 1,260 979.7 889.2 883.9 Inches of water 21.31 11.13 8.652 7.852 7-805 Per cent saved by mulches 47.76 59.38 63.13 63.34 The results in this table were secured by filling cylinders of galvanized iron, having a depth of 22 inches and a cross-section of -fg- of a square foot, with the soil named, by thorough tamp- ing, and then removing a depth of these soils equal to 1, 2, 3 and 4 inches, returning enough of each kind in a loose, crumbled condition to fill the cylinders again level full, thus forming mulches of the respective depths. Under these conditions, the soils were exposed in the open field during 42 days to the normal atmospheric conditions, except that during times of rain the cylinders were covered. Water was added every 10 days to the reservoirs shown in Fig. 36, bringing the lowered surface back to a standard level. It will be seen that while the black marsh soil lost water through the unmulched surface at the rate of 5.88 tons per acre per day, the sandy loam lost water at the rate of 7.42 tons, and the virgin clay loam at the rate of 24.14 tons per acre per day, the latter exceeding the two former more than three- and four- fold. And, then, when the losses through mulches of cor- responding depths are compared, it will be seen that although *Fifteenth Ann. Kept. Wis. Agr. Expt. Station, page 137. 202 Irrigation and Drainage these are much less than through the undisturbed soil, yet the relative differences are nearly as large. That is to say, the soil which, in the firm condition, has brought the largest amount of water to the surface, has also, when its surface 1/2, 3 or 4 E°l - c J \ r ll \ r •=-=• \I •m. •'''.(•: ll ll •=^^ 1 . ; , 1 Fig. 36. Method of measuring effectiveness of mulches. inches were converted into a mulch, permitted the largest losses to take place ; while the soil having the slowest rate of loss when the surface was firm has also given the least evaporation through the several depths of mulches. If the losses per 100 days, expressed in inches, are brought into contrast, they stand as shown below: No mulch INCHES Virgin clay loam 21.31 Black marsh soil 5.19 Difference 16.12 1-inch mulch INCHES 11.13 3.12 8.01 2-inch mulch INCHES 8.65 2.38 6.27 3-inch mulch INCHES 7.85 2.27 5.58 4-inch mulch INCHES 7.81 2.23 5.58 It will be seen from this table that very wide differences exist between the losses of moisture through mulches of like Conditions Modifying Duty of Water 203 depth, when developed from soils of different textures, and it is plain that with equal losses by percolation from the three soils here under consideration, more water would be required to bring a crop to maturity on the virgin clay loam than on either of the other soils, and hence, that the duty of water would be less, supposing, of course, that the three soils were equally fertile. Where water is plentiful and is being used freely, and es- pecially where irrigation by flooding is being practiced, the soils having the coarsest, most open texture will waste the most water by percolation through the zone of root feeding. Hence on this account the duty of water would be smaller on these soils than on those having finer texture. But, on the other hand, the sur- face evaporation from the closer soils is so much greater than from the sandy soils that the duty of water is much more nearly equal on them than it could be were it not for these opposite characteristics. Bearing upon this point E. Perels,* citing Eduard Markus, gives the results of observations covering three years in northern Italy 011 different kinds of soils and with different crops, from which it appears that rice, meadows and field crops use water in the ratio of 7 to 3 to 1, respectively, and when field crops are grown upon very heavy soil, heavy soil, medium soil, or light soil, they take water in the ratio of — Very heavy soil Heavy soil Medium soil Light soil 100 . . to . . 115 . . to . . 168 . . to . . 230 It is quite probable, however, that these ratios represent the relations of the degree of permeability of these soils under the conditions of the district, rather than the necessary amounts of water required for irrigation on these soils, where simply the transpiration from the crops and the evaporation from the soils is considered. In the cases of the rice and meadows, it is cer- tain that large percolation or surface drainage must have occurred. The losses of water by seepage from canals and reservoirs *Landwirthschaftlicher Wasserbau, p. 501. 204 Irrigation and Drainage and the various distributaries will, of course, be relatively greater in regions of soils of coarse texture than where the soils are finer, so that here is a factor modifying the duty of water as con- sidered from the standpoint of the water company and irrigation engineer especially, but also with the large irrigator, who has extensive distributaries, through which the water must be con- veyed before it is finally taken out upon the land. It should be emphasized that our discussion has reference to the duty of water after it has reached the field where it is used. If it shall be found true that the continued growth of large crops upon a piece of land, and the consequent more complete evaporation of all water brought to the soil, thus curtailing the drainage, tends to develop alkalies to an injurious extent, or other prejudicial salts, so that flooding or leaching by irrigation shall be found necessary in order to restore fertility, then here, again, the character of the soil will modify the amount of water required. 3. The character of the rainfall will necessarily modify in a marked manner the amount of additional water which may be used to advantage in the production of crops. It has already been pointed out on page 103 that the difference in the character of the rainfall in parts of California, Oregon and Washington, as compared with that of western Kansas and Nebraska, may explain why equivalent amounts of rain are much more effective in the former than in the latter regions, and if it is true that the fre- quent summer rains east of the Rocky Mountains do tend to hold the development of the roots of crops closer to the surface, and also to destroy the effectiveness of soil mulches, it is clear that the duty of water in climates where most of the growing season is an uninterrupted rainless period will be relatively higher than where frequent but inefficient showers tend to reduce the effi- ciency of mulches, and to hold the roots of crops closer to the surface. R is, therefore, likely to be found true that more water will be required for like results in western Texas, Oklahoma, Kansas, Nebraska, and the Dakotas, and similar climates, than will be required where the whole summer season is one con- tinuous interval of no rain. Conditions Modifying Duty of Water 205 In still more humid climates, but where there are frequent recurrences of intervals of drought, the amount of water which must be used in order to secure full yields will be relatively larger than would be required in rainless countries, because the surface losses of moisture will be relatively greater, as well as those from percolation and drainage. 4. TJie character of the subsoil, as well as that of the surface soil, is an important factor in determining the duty of water, especially in the hands of the unskillful irrigator, and par- ticularly so if he possesses no knowledge, or exercises poor judgment, regarding the water-holding power of the soil to which the water is being applied. Where the texture of the subsoil is coarse and its water -holding power small, it requires the best of judgment, both in regard to the amount of water which may be applied at one time and as to the rate at which it should be led over the surface or along the furrows, in order that there shall be no waste by percolation below the depth of root feeding. It has been pointed out that even moderately fine sands 8 feet above the ground water quickly lose by percolation all but 4 per cent, or less, of their dry weight, of the water given to them. Since plants will suffer for water when such soils have lost all but 2 to 3 per cent of their dry weight of the soil moisture, it follows that in 4 feet in depth of such a subsoil there is room for only 1.5 to 2 per cent of water, or 1 to 1.5 inches, to be applied at one time, without loss taking place by percolation below the depth of root action. It is plain, therefore, that on open soils the duty of water will be relatively small, unless great skill and rare judgment are exercised in its application. 5. The frequency and thoroughness of cultivation after irriga- tion is another factor which will modify the duty of water. For the effectiveness of soil mulches is modified as well by the fre- quency of stirring as by its depth. The force of this statement will be better appreciated when the results given in the table . which follows have been considered: 206 Irrigation and Drainage Table showing the loss of water from, a virgin clay loam through mulches 1, 3, and 3 inches deep, when cultivated once in two weeks, once per week, and twice per week Not Once in Once per Twice per cultivated 2 weeks week week Cultivated 1 inch deep— PER ACRE PE« ACRE PER ACRE PER ACRE The loss in tons per 100 days was 724.1 551.2 545 527.8 The loss in inches per 100 days was. . 6.394 4.867 4.812 4.662 The percentage of water saved was. . 23.88 24.73 27.1 Cultivated 2 inches deep— The loss in tons per 100 days was.... 724.1 609.2 552.1 515.4 The loss in inches per 100 days was.. 6.394 5.38 4.875 4.552 The percentage of water saved was.. 15.88 23.76 28.81 Cultivated 3 inches deep— The loss in tons per 100 days was.... 724.1 612 531.5 495 The loss in inches per 100 days was.. 6.394 5.28 4.694 4.371 The percentage of water saved was. . 15.49 26.6 31.64 It will be seen from this table that with each of the three depths of cultivation the loss of water decreased with the fre- quency, so that the per cent of moisture saved by the cultivation, when computed on that which was lost with no cultivation, was more than 31 for 3 inches deep twice per week, as against a sav- ing of only 15 per cent where the same cultivation was made only once in two weeKs. That is to say, if one is cultivating ground of this character 3 inches deep twice per week, the saving over no cultivation may be at the rate of 2.29 tons per acre per day, or 22.9 tons per each 10 days, or 2 acre -inches per 100 days. The results presented in the table were obtained in our plant -house, with cylinders 52 inches deep and 18 inches in diameter, filled with soil under a nearly still air and a compara- tively low mean temperature, not exceeding 55° F., during the short days and long nights of December and January, so that the observed losses in the several cases must be looked upon as small, and below what may obtain under field conditions. It is plain, therefore, that in orchard irrigation and in arid climates, under a clear sky, dry air and high temperature, the duty of water during the long seasons may be very materially increased by adequate cultivation, and decreased by the lack of it. The same will also be true, but in a less marked degree, Conditions Modifying Duty of Water 207 with all cultivated crops where the soil is not completely shaded by the plants on the ground. 6. The closeness of planting is another factor which affects the duty of water when this is expressed in terms of land served, rather than in terms of crop produced. This is particularly true in climates where a rainy season contributes a considerable por- tion of the moisture needed to produce a crop ; because if one is contented with a small yield per acre, a comparatively thin stand upon the ground, with thorough tillage, may often be brought to full maturity with a relatively small amount of water applied by irrigation, thus making the duty of water to appear very high, whereas if the plants were made to stand as closely as the sun- shine would permit, much more water, when expressed simply in acre -inches, would be required. The real duty, however, might be even higher in the second case, when expressed in terms of yield per acre. 7. The fertility of the land is still another factor which affects the duty of water, tending to make it appear less the richer and more fertile the soil is, when the standard of com- parison is the unit area rather than the yield of crop. This apparent decrease in the duty results from the larger evaporation of water which takes place from the more vigorous growth of vegetation, and the closer stand which the larger amount of available plant-food renders possible. In such cases as these, however, the real duty of water is higher on the most fertile soil, when this is based upon the actual yields per acre ; not so much because the plant uses the water more economically, as that the necessary loss from the soil itself is relatively less with the large yield than it is with the small yield per acre. The loss from the soil direct may even be actually larger with the smaller crop on the ground, on account of a less complete shading and stronger air movement close to the surface. 8. The frequency of applying water also modifies the quantity which will be used during a season. This may be true even when the greatest skill is exercised in the application of the water. In the first place, too frequent application of water in small quantities at a time not only increases in a marked degree the 208 Irrigation and Drainage direct loss of moisture from the wet, unnmlched soil ; but it may have a tendency, as has been pointed out, to induce a superficial development of roots, causing the crop to show signs of need of water sooner than would be the case if a smaller number of more thorough irrigations were resorted to. This is so, not only be- cause the water disappears sooner from the soil, but also because of the larger amount of root -pruning which results from culti- vation where the roots are developed near the surface of the ground. It is probable that a large supply of water in the soil during the early stages of growth of many plants tends to develop in them a possibility for using more water. In some, at least, of our experiments with corn, oats, potatoes and clover, where we have started with like amounts of water in the soil, and have watered one set of plants every seven days while the others were allowed to go without water until the soil was so far ex- hausted that the plants were plainly suffering for want of mois- ture, it was found that these plants not only did not use water as rapidly after they were given it as did those which had been watered every week, but they used the water they did have with relatively greater economy. Whether this was because the plants were smaller, and thus presented a smaller surface to the air and sun, or whether the size or number of breathing pores per unit area of foliage was actually less, cannot yet be stated ; but it appeared evident that for some reason the plants which had not been watered at first were later not able to use the larger amount of water which was given to them, as they might have done had they been more freely watered at first. THE AMOUNT OF WATER USED IN IRRIGATION It is very difficult, indeed, to get data bearing upon this important subject which may be regarded as in every way satisfactory and trustworthy. Nearly all statistics are necessarily so general in their character, the exact amount of land to which the water of a Amount of Water Used in Irrigation 209 stated canal is actually applied is so uncertain, and the amount of water lost by seepage and evaporation from the canal and its distributaries before the land to which it is nominally applied is reached, is so variable and indeterminate that the best which can be said regarding most available data is that they should be looked upon as only rough approximations. Further than this, it must be constantly borne in mind, when dealing with the problem of how much water is re- quired for irrigation, with all the variations of weather, climate, crops, soils and degrees of skill in applying water which exist, that were sufficiently exact data at hand covering a wide range of conditions, it would still be impossible to combine them into averages not requiring wide marginal allowances to be made when specific application is desired. But, notwithstanding all this, general statements may be helpful if only they are rightly considered. Referring, first, to Italy,* where irrigation has long been systematically practiced, it is generally calculated that in Piedmont one cubic foot of water per second will serve satisfactorily 55 acres of land ; but on ac- count of loss by evaporation and seepage, this is reduced to 51.4 acres, this providing sufficient for 4.63 inches of water every 10 days during the irri- gation season. Under the canal of Ivrea, where a large amount of rice is grown, which is given more water than ordi- nary crops, one second -foot serves but 42.75 acres, or at the rate of 5.668 inches every 10 days ; and under *Baird Smith, Italian Irrigation, Vol. I. N 210 Irrigation and Drainage the Gattinara canal, water is provided which may be applied at the rate of 5.289 inches per 10 days. But u r the Busca canal, where the utmost economy is pr ced and every drop is saved, the duty of water is so much increased that one second-foot serves 106 acres, making a depth of water equal to 2.245 inches every 10 days for the irrigation season. Bringing all cases cited by Smith into one table, and expressing the second -foot in inches of water per 10 days, the following results are found : Amount of water used for irrigation in Italy No. of acres per sec. foot No. of inches of water per 10 days No. of acres per sec. foot No. of inches of water per 10 days 51.4 4.63 99.3 2.397 45 5.289 80.4 2.96 106 2.245 66.62 3.572 100.6 2.366 61.8 3.851 63 3.778 66.6 3.574 90.6 2.627 69.2 3.44 50.3 4.732 63.9 2.837 70 3.4 67.2 3.542 77 3.091 90.4 2.633 69 3.449 This gives a general average for ordinary crops of 3.39 inches of water every 10 days and 33.9 inches per 100 days, were it used at such a rate for so long a period. In the rice irrigation of Italy, the amount of water provided is said to be at the rate of 5.568 inches, 5.921, 3.412, 9.521, and 3.334 inches every 10 days in as many districts, or an average of 5.55 inches per 10 days. h Amount of Water Used in Irrigation 211 In Spain, where the rainfall is less than in Italy, and where greater economy of water is practiced, 19 important allotments* of water give an average ot 2.353 inches every 10 days for various sections ot that country. In France, in the Department of the Upper Garonne, contracts were made calling for water at the rate of three -fourths of a liter per hectare per second, which makes a duty of about 93.25 acres per second foot, or water applied at the rate of 2.552 inches every 10 days. In the department of Vau- cluse, the concession was at the rate of only 1.361 inches per 10 days. In Egypt, Willcockst states that in winter water applied at an average depth of 10 c. in., equal to 3.937 inches, once in 40 days, which is a rate of .984 inches once in 10 days; but in summer the first watering is at the rate of 11.5 c. m., equal to 4.528 inches, while subsequent waterings are at the rate of 3.412 inches in depth. Cotton requires this amount once in 20 days, or at the rate of 1.706 inches per 10 days. Rice is given water at the rate of 3.412 inches once every 10 days, and maize gets the same amount every 15 days, or at the rate of 2.276 inches in depth every 10 days. Wilson t gives a table of general averages of the duty of water in different parts of the world, which we put in the form stated below: *Hall, Irrigation Development, p. 523. tWillcoeks, Egyptain Irrigation, pp. 234, 235. jMaiiual of Irrigation Engineering, Sec. Ed., p. < 212 Irrigation and Drainage Amount of water used in irrigation in different countries Name of country No. of acres per sec.-ft. No. of inches per 10 days Northern India . . Italy Colorado Utah Montana Wyoming Idaho New Mexico .... Southern Arizona . San Joaquin Valley Southern California 60 to 150 65 to 70 80 to 120 60 to 120 80 to 100 70 to 90 60 to 80 60 to 80 100 to 150 100 to 150 150 to 300 3.967 to 1.587 3.661 to 3.4 2.975 to 1.983 3.967 to 1.983 2.975 to 2.38 3.4 to 2.644 3.967 to 2.975 3.967 to 2.975 2.38 to 1.587 2.38 to 1.587 1.587 to .793 E. Perels* tabulates the duty of water in Algeria as follows : Water required for irrigation in A Igeria -Water used- No. of Crops waterings Each application During the season Length of culture period INCHES IN INCHES IN MONTHS DEPTH DEPTH Alfalfa . . 10 1.575 15.75 6 Vegetables . . 36 1.575 56.7 6 Cotton . . . ^ Flax .... | 10 2.52 25.2 5 Sesame . . . ; Maize 4 1.575 6.3 2 Winter grain . 3 3.937 11.87 7 Oranges .... 12 1.575 18.9 6 Tobacco. . . . 4 1.575 6.3 3 Grapes .... 4 4.725 18.9 3 Prom another general table giving the duty of water in different countries, by Flynn,t the results which follow are derived: *Landwirthschaftlicher Wasserbau, zweite Auflage, p. 502. t Irrigation Canals and Hydraulic Engineering, p. 293. Amount of Water Used in Irrigation 213 Amount of water used in irrigation in different countries Name of No. of acres No. of inches Locality country per sec. -foot per 10 days Eastern Jumna Canal India 306 .778 Western Jumna Canal .... " 240 .989 Ganges Canal " 232 1.026 Canals of Upper India 267 .891 Canals of India — average . . . 250 .952 Bari Doab Canals " 155 1.536 Madras Canals (rice) " 66 3.606 Tanjore (rice) " 40 5.964 Swat River Canal, 1888-89 . . . " 216 1.345 Swat River Canal, 1889-90 . . . " 177 1.202 Western Jumna Canal, 1888-89 . " 143 1.664 Western Jumna Canal, 1889-90 . " 179 1.33 Bari Doab Canal, 1888-89 ... 201 1.184 Bari Doab Canal, 1889-90 ... " 227 1.049 Sirhind Canal, 1888-89 .... " 180 1.322 Sirhind Canal, 1889-90 .... " 180 1.322 Chenab Canal, 1888-89 .... " 154 1.545 Chenab Canal, 1889-90 " 154 1.545 Nira Canal " 186 1.28 Genii Canal Spain 240 .992 Jucar (rice) " 35 6.8 Henares Canal " 157 1.516 Canals of Valencia " 242 .984 Forez Canal France 140 v 1.7 Canals south of France ....'" 70 3.4 Sen Canals, Southern France ."".-.? 60 3.877 Sen, or Lower Nile Canals . . Egypt 350 .68 Sen, or Lower Nile Canals . . " 274 .867 Canals of Northern Peru . . . . Peru 160 1.488 Canals of Northern Chili . . . . Chili 190 1.253 Canals, Lombardy Italy 90 2.644 Canals, Piedmont " 60 3.877 Marcite " 1 to 18 238 to 13.22 Sen Canals, Victoria Australia 200 1.19 214 Irrigation and Drainage Amount of water used in irrigation— continued Locality Sweetwater, San Diego . . Pomona, San Bernardino . Ontario California Canals of Utah Territory . Canals of Colorado .... Canals of Cache la Poudre . Canals of Colorado .... Name of country No. of acres per sec. foot No. of inches per 10 days California 500 .476 n 500 .476 « 500 .476 80 to 150 2.975 to 1.587 Utah Colorado 100 100 193 55 2.38 2.38 1.233 4.328 It is apparent, from the data which have been presented, that the amount of water actually used in irrigation in different countries and for different crops is an extremely variable quantity; so much so, indeed, that it is hardly possible to deduce from available sta- tistics a mean value for the duty of water. But, using the 100 cases at hand from all parts of the world, and excluding those which apply to rice culture and the irrigation of water-meadows and sugar cane, it ap- pears that a cubic foot of water per second is made to serve on the average 117.6 acres. If this water were applied to the land once in 10 days, it would cover the surface to a depth of 2.024 inches each watering, and during a season of 100 days would be the equivalent of 20. 24* inches of rain. Sugar cane is a crop which demands large and fre- quent irrigations in order to secure the largest returns from the soil. In the Sandwich Islands one cubic foot of water per second is required for 41.6 acres of cane, and it is found that if the duty is made larger than 60 acres per second -foot, a falling off in yield is Highest Probable Duty of Water 215 .re to result. In India and Siam writers on this sub- ject state that from 43 to 45 acres is the usual duty of a second-foot. The mean value for good, thorough watering appears to be 43.2 acres per second -foot, or a depth of water aggregating, for the year, between 19 and 20 feet on the level. If reference is again made to the table on page 198, it will be seen that this duty of water is much smaller than was realized in the experiments cited. According to the results there given, one second -foot should be able to serve the number of acres stated in the table below: The highest probable duty of water for different crops expressed in acres per second-foot for different yields per acre Yield per Wheat Barley Oats Maize Potatoes Clover hay acre ACRES ACRES ACRES ACRES ACRES ACRES 15 bushels 529 2 593 0 1002 1039 20 " 352.8 395.3 751.5 779 2 30 " 264 6 296.5 501.0 519.5 40 " 176.4 197.6 375.7 389.6 50 " 141.1 158.1 300.6 311.7 60 " 117.6 131.7 250.5 259.7 2493.7 70 " 112.9 214.3 222.6 2137.4 80 " ..... 98.8 187.9 194.8 1870.2 90 " 167.0 173.2 1662.4 100 " 150.3 155.8 1496.2 . 200 " 748 1 300 " 498 7 400 " 374.0 1 ton 322.7 2 tons 161.3 3 " 107.6 4 " 80.7 216 Irrigation and Drainage In constructing this table, the season of growth has been taken at 100 days for wheat and oats, 80 days for barley, 110 days for maize, 130 days for pota- toes, and 60 days for one crop of clover hay. It has further been assumed that the ground at seeding, time is well supplied with moisture, while at harvest it is only so much dried out as to have just become ready for another watering. As in the experiments which gave the fundamental data for the table above, the soil was more closely planted than is practicable under field conditions, the loss of water by evaporation from the soil of the field is likely to be greater, relatively, than was the case in the experiments ; hence, the observed duty of water is likely to be lower than the table indicates. Again, in the case of the smaller yields per acre, the evapo- ration from the soil will necessarily be relatively larger than where the heavier crops are produced ; hence, the duty expressed for water when the yields are small is likely to be farther from the possibilities than in the cases where the yields per acre are larger. If the amount of water which the last table indi- cates is required to produce a crop of the various kinds is expressed in cubic feet, the figures will stand : 8,640,000 cu. ft. of water may produce 7,056 bushels of wheat 8,640,000 " 6,912,000 " ' 9,5040,000 " ' 11,232,0000 " ' 1 5,184,000 " ' 15,030 7,906 15,580 149,620 " oats " barley 11 maize " potatoes 322.7 tons of hay, Duty of Water in Rice Culture 217 where the number of cubic feet is the product of one second -foot into the number of seconds in the season of growth, and the number of bushels is the product of the yield per acre into the number of acres irri- gated. THE DUTY OF WATER IN RICE CULTURE The aquatic nature of the rice plant makes the demands for water quite different from those of ordi- nary agricultural crops, and so different are these needs that the quantity of water required to bring a crop to maturity is determined by quite different factors. The duty of water, therefore, in rice culture could not consistently be considered in connection with that of ordinary crops. The normal habitat of this plant is low, swampy lands, where the surface is more or less continuously under water, and where such lands are available under suitable conditions for rice culture, they are largely brought into requisition for this purpose ; but the seeding of the ground and the harvesting of the crop make it needful that the fields shall be drained' at times and at others flooded. Under these conditions, there can be but little waste from seepage, and the chief demands for water are created by the loss from evaporation from the surface of the water, from the growing crop, and from the wet soil when the fields have been drained, together with the amounts which are required for reflooding the fields after they have been drained. Occasionally threatened attacks upon 218 Irrigation and Drainage the crop by insect enemies make an extra flooding or drainage necessary, and this increases the demand for water. Further than this, in order that the crop may be the best, the water must not remain long stagnant, and this requires either alternate flooding and drain- ing, or else a considerable steady surplus flow of water over the fields. In order to secure more economical methods of seeding and harvesting the rice fields, this crop is extensively grown on naturally dry lands, which may be readily checked off into flooding basins, to which the water may be admitted and withdrawn at pleasure. In these cases, there is added to the demands for water already mentioned the loss from seepage. This loss from seepage may be so large that rice irrigation cannot be economically practiced on uplands unless they are quite fine and close in texture, so that the rate of seepage will be small, or unless the normal level of the ground -water is within a few feet of the surface. Even here the subsoil must be pretty close, or the loss of water by under -drainage will be too large. The various available sources of data regarding the duty of water in rice irrigation place the amounts of water used as varying all the way from one second -foot for 25, 28, 30, 35, 40, 55 and 66 acres of rice, thus making an average of 38.6 acres per cubic foot of water per second, and this is equivalent to covering the surface with water about 6.2 inches deep every 10 days. Duty of Water on Water-meadows 219 THE DUTY OF WATER ON WATER-MEADOWS In this form of irrigation, immense volumes of water are used on the land. In Italy, where the practice has attained the highest stage of perfection, where it may have had its origin, and from which been introduced into France, and even into England at the time of the Roman invasion, the duty of water appears to average only about 1.5 acres per cubic foot per second. On these meadows in Italy there is maintained a nearly continuous flow of water, night and day, from September 8 to March 28 of each year, this being the legal time allotted to Marcite, or winter-meadow irrigation. The lands are so laid out that the roots of the grass over the whole meadow are continuously submerged beneath a thin veil of relatively warm running water, this being turned off only long enough to cut the grass, which is done two or three times during the winter season, the green grass being used for the winter feed of dairy cows, which are largely kept in the irrigated portions of Italy. So large is the quantity of water used during a single season on these meadows that did none of it drain away they would become submerged to a depth of 300 feet. Carpenter, quoting Mangon, states that in southern France and in the Vosges, where the most careful measurements of the water applied to the meadows have been made, amounts are used in some cases sufficient to cover the surface 1,400 feet deep ; and that of this great volume, as much water as 160 feet on the level sinks into and percolates through the soil of the field during a winter season. But even in the summer irrigation, as much as 374 feet of water on the level are applied between April and July, while of this amount no less than 88 feet percolates into the ground or is evaporated. The meadows upon which these large volumes of water are applied are usually permanent ones, and have had their surfaces fitted with the greatest care, so that the • relatively warm water may be kept steadily flowing over the surface about the roots of the grass in a thin veil until it is ready to cut, when it is turned off only long enough to remove the crop. 220 Irrigation and Drainage In Italy these heavy and continuous irrigations stimulate the grass to grow the year round, and in the vicinity of Milan, where the irrigation canals are led through and beneath the city, relieving it of all its sewage, this warm and highly ferti- lizing water so stimulates the growth of grass that seven heavy crops are taken from the ground each year, aggregating, accord- ing to Baird Smith, 45 to 50 tons per acre, and in exceptional cases one -half more than this. It will be readily understood that the application of water to these winter and summer water-meadows in such large vol- umes has quite a distinct purpose from that of supplying the needed moisture for the transpiration of the grasses. In short, the practice has been found to be a sure way of greatly pro- longing the growing season of each year, and a cheap means of permanently maintaining a high state of fertility of the soil. THE DUTY OF WATER IN CRANBERRY CULTURE In the irrigation of cranberries, as in the case of rice and water-meadows, the purpose of the treatment is quite distinct from that of ordinary irrigation. It is true that this crop demands a large amount of water, but its normal habitat is such that ordinarily it is abundantly supplied by natural sub -irri- gation. In this case, the water is demanded chiefly to protect the crop against the ravages of insects and injury from frost, and to prevent winter -killing. As the surface of the ground-water is seldom more than one to two feet below the surface of the bog, and as the peat and muck above the water are at all times nearly saturated, the amount of water required for cranberry irrigation is but little more than that necessary to submerge the vines, which will rarely be more than .8 to 1.5 acre -feet. But, except for the flooding for winter protection, the demands for water are so peremptory and the time so short which can be allowed for sup- plying it, that but a low duty is possible when this is measured by the rate at which the water must be delivered. Duty of Water in Cranberry Culture 221 When it is protection against frost which is required, the marsh must be given as much as 4 to 6 inches of water on the level in nearly as many hours. To do this will require a stream of 1 to 1.3 cubic feet per second per acre. But when the flood- ing is to destroy insects, the haste need not be so great ; while for winter flooding, a relatively small stream will answer the needs, as six weeks, if need be, may be taken in the flooding, and as the ground-water surface around the marsh is usually above the marsh itself, the loss from seepage is small, as must also be that by evaporation during the winter. CHAPTER VI FREQUENCY, AMOUNT AND MEASUREMENT OF WATER FOR SINGLE IRRIGATIONS To have become able to apply water to crops at the right time, in the right amounts and in the best manner is to have attained the acme of the art of irrigation. Unfortunately, it is no more possible to bear a man to this position on the vehicle of language than it is a cook to the art of making the best bread. Both arts are founded upon the most rigid of laws, which may be readily and certainly followed when the conditions have been learned. But the minutias of essential details are so extreme that words fail utterly to convey them to the mind, and they must be per- ceived through the senses, to be grasped with such clearness as to lead unerringly to the right results. There are, however, general principles underlying the art, which may be readily stated, and, when com- prehended, place one in position to more quickly grasp the details essential to complete success in the appli- cation of water to crops. THE AMOUNT OF WATER FOR SINGLE IRRIGATIONS In humid climates, there is always more or less soil -leaching, resulting from super -saturation of the (222) Amount of Water for Single Irrigations 223 soil during times of heavy or protracted rains. This leaching is usually looked upon as a necessary evil, which results in a waste of fertility. Whether this conviction is well founded, or whether a certain amount of soil washing is indispensable to unim- paired fertility, it appears to the writer is one of the important soil problems awaiting positive demon- stration. The accumulation of alkalies in the soils of arid climates, where relatively small leaching is associated with large evaporation, and the tendency of alkalies to become intensified where irrigation has been long practiced, are facts which suggest that there may be such a thing as too great economy of water in irrigation. But, waiving this possibility of demand for water, and all of those cases where the water is applied [for other purposes than meeting the ordinary needs of vegetation, the fundamental conditions which deter- mine the amount of water which should be applied at a single irrigation are : (1) the capacity of the soil and subsoil to store capillary water; (2) the depth of the soil stratum penetrated by the roots of the particular crop ; (3) the rate at which the soil below the root zone may supply water by upward capillarity to the roots ; and (4) the extent to which the soil and subsoil have become dried out. On the other hand, the conditions which determine the frequency of irrigation are : (1) the amount of available moisture which may be stored in the soil ; (2) the rate at which this moisture is lost through the crop and through the soil; and (3) the degree 224 Irrigation and Drainage of desiccation of the soil which the particular crop will tolerate before serious interference to growth re- sults. THE CAPACITY OF SOILS TO STORE WATER UNDER FIELD CONDITIONS The amount of water which may be stored in soils under field conditions varies between wide limits with the character and texture of the soils, and also with the distance of standing water in the ground below the surface. When a fine sand will hold in the first foot above the ground- water 23.86 per cent of its dry weight of water, at 4 feet above it was found to hold only 8.12 per cent, and 8 feet above only 3.14 per cent of the dry weight. When these amounts are expressed in pounds per cubic foot, they stand only a little more than 23.86 pounds, 8.12 pounds, and 3.14 pounds, a cubic foot of the dry sand weighing about 105 pounds. ' In the case of a natural field soil of sandy clay loam with clay subsoil changing to a sand at 4 feet, and where the ground-water changed during the season from 7.6 feet below the surface to 8.4 feet, the water content of the soil was found to be as follows: 1st ft. 2dft. 3d ft. 4th ft. 5th ft. 6th ft. 7th ft. Ibs. water Ibs. water Ibs. water Ibs. water Ibs. water Ibs. water Ibs. water July 25 October 2 10.44 9.49 16.91 16.27 14.81 14.41 10.38 6-99 7.82 7.74 13.66 7.85 22.29 19.35 Loss .95 .64 .4 3.39 .08 5.81 2.94 During this interval there had been a rainfall of 10.84 pounds per square foot. There is no doubt that in the upper 4 feet a considerable part of the water was lost through surface evaporation. It is quite likely, also, that a portion of the loss shown in the 5th, 6th, and 7th feet was due to an upward capil- lary movement. But there is little reason to doubt that the Amount of Water for Single Irrigations 225 chief loss shown in the lower three feet is due to downward drainage or percolation, owing to a lowering of the ground- water surface. The 8-foot column of fine sand, referred to above, lost water by percolation in 22 hours and 46 minutes, after full saturation, equal to 6.35 per cent of the dry weight of the whole column ; and as this must have come almost wholly from the upper 4 feet, the water there must have been reduced in that time more than 12 per cent, which would leave a saturation of only 8 per cent. But as plants would suffer severely for water in a soil of this texture when the moisture was brought down to 4 per cent, it is plain that only from 2 to 4 per cent of the weight of such a soil can be added at one irrigation without entailing severe loss by percolation below the depth of root-feeding. Taking a cubic foot of such a soil at 105 pounds, the maximum irrigation which could be applied without severe loss, supposing the ground to be wet down 5 feet and the soil to have dried 3 per cent, would be 15.75 pounds per square foot, or 2.86 inches in depth. The sand in question, however, is more open than most agri- cultural soils; hence it follows that more than 2 inches of water may be safely applied at one irrigation to any crop much in need of water. By taking samples of soil in a field of maize and clover when the corn leaves were badly curled and when clover wilted quite early in the forenoon, the following moisture conditions were found: Soil moisture relations when growth is brought to a standstill Depth of sample 0-6 i 11. 6-12 " 12-18 " 18-24 " 24-30 " 40-43 " Clover PER CENT clay loam 8.39 " 8.48 reddish clay 12.42 44 13.27 sandy clay 13.52 sand 9.53 Maize Fallow ground PER CENT PER CENT 697 16.28 7.8 17.74 11.6 19.88 11.98 19.84 10.84 18.56 4.17 15.9 226 Irrigation and Drainage The moisture contained in the fallow ground, determined at the same time, shows how much water such a soil may hold against a drought and against percolation below root action. The amount of moisture, too, in this fallow ground happens to stand just at the under limit for most vigorous plant -growth in this type of soil, while the upper limit is given in the table below for comparison : Showing upper and lower limits of best amount of soil moisture for one type of soil Kind and depth Lower limit of Upper limit of Available of soil soil moisture soil moisture soil moisture PER CENT PER CENT LBS. PER CU. FT. Clay loam, first foot 17.01 25-77 6.92 Reddish clay, second foot 19.86 24.3 4.112 Sandy clay, third foot 18.56 24.03 5.722 Sand, fourth foot 15.9 22.29 6.786 Total 23 55 It will be seen from this table that to bring the surface four feet of soil from the lower limit of the best productive stage of water content to the upper limit requires an application of 23.55 pounds per square foot, or a depth of irrigation equal to 4.527 inches. It is quite certain that with a greater distance to standing water in the ground, the 4th foot, and probably also the 3d foot, could not have retained the amount of water shown by the table ; and, hence, that an irrigation of 4.5 inches on such a soil would have resulted in some loss by percolation below the depth of root feeding. If it should happen that a soil like the one in question be- came as dry as is shown in the table on page 225, then the depth of irrigation required to bring the moisture content up to the upper limit of productiveness would be for the maize 11.37 inches, and for the clover 9.39 inches, supposing the ground- water to be at the time not more than 7 feet below the surface. It follows, therefore, from the observations and data pre- sented, that the amount of water required for one irrigation, where the soil has not been permitted to become too dry, ; and Depth of Root Penetration 227 where the aim is to bring the soil moisture to the upper limit of productiveness without causing percolation below 4 or 5 feet, will range from about 2.5 inches on the most open soils to 4.5 inches on soils of average texture. But when excessive drying of the soil has taken place, then the amount of water applied may range from 3.75 inches on the most open soils to as high as even 11 inches on that which is of medium or fine texture. It should be understood that many soils, when they become very dry, develop shrinkage cracks, which permit very rapid and ab- normally large percolation if excessive amounts of water are applied at one time, and this without saturating the soil, the water simply draining through the large open channels. In such cases repeated smaller applications of water will ensure less loss by percolation, permitting the soil to expand and close up the shrinkage cracks. THE DEPTH OF ROOT PENETRATION The greater the depth to which the roots of a crop may feed to advantage in the soil, the larger may be the amount of water applied to the field at a single irrigation without any passing beyond the zone of root action, simply because 2 feet of soil will store more water than 1 foot, and 10 feet more than 5. But, further than this, where the roots of a plant penetrate the soil deeply and spread widely, a muck smaller per cent of water in the soil will enable the plant to ob- tain enough to carry on its functions to good advan- tage. This is so because the roots go to the moisture, and do not, therefore, need to wait for the moisture to come to them at the extremely slow rate it is known to travel in a relatively dry soil. Then, too, when a crop, by reason of its great spread of root, is able to meet 228 Irrigation and Drainage Fig. 37. Penetration of roots of prune on peach in arid soil of California. (Hilgard.) Depth of Root Penetration 229 its needs in a dryer soil, it is evident that a much higher duty of water is possible, for the simple reason that none can be lost by percolation, and much less will be lost by surface evaporation, even with deficient tillage. We have already called attention to the probable deeper rooting of plants in soils of arid regions, where Fig. 38. Penetration of apple root in Wisconsin, 7 years planted. Depth 9 feet. (Goff.) there is less distinction between the soil and subsoil, than in those of humid climates. Since writing that section, we have received Professors Hilgard and Loughridge's Bulletin 121, in which they emphasize this point by placing in evidence a photo -engraving of a prune tree on a peach root exposed in the soil to a depth of 8 feet, and represented in Fig. 37. The method they have used in exposing the root appears, 230 Irrigation and, Drainage from the photograph, to have destroyed nearly all but the main trunks, unless it was true that the active Fig. 39. Penetration of grape roots in Wisconsin soil. Depth 6 feet. (Goff.) absorbing surfaces were chiefly still more deeply buried in the soil than the excavation extended. This appears quite likely to have been the case, for this penetra- Depth of Root Penetration 231 tion is no greater than has been found in soils in Wisconsin. Fig. 40. Penetration of raspberry roots in Wisconsin soil. Depth 5 feet. (G-off.) Professor Goff has washed out the roots of the apple, grape, raspberry and strawberry, showing the extent of their development in a loamy clay soil 232 Irrigation and Drainage underlaid by a reddish clay subsoil, which changed through a sandy clay into a mixed sand and gravel, at 4 or more feet. His photographs, reproduced in Figs. 38, 39, 40 and 41, show to what extent the roots of these fruits penetrate the soils and subsoils of ft Fig. 41. Penetration of roots of strawberry in matted rows in Wisconsin soil. Depth 22 inches. (Goff.) Wisconsin, where the annual rainfall ranges from 28 to 40 inches. It will be seen from the legends that the roots of the apple have extended to a depth of fully 9 feet, the grape more than 6, and the raspberry more than 5. It is plain, therefore, that even in the soils of humid climates the roots penetrate so deeply that the moisture of the surface 8 to 10 or 12 feet is Depth of Root Penetration 233 laid under tribute by them, and this makes it clear that the stor- age room for water in the soil for many of the fruits may be much greater than we have pointed out above. In the case of the strawberry, however, the figure shows that it is a particularly shallow feeder, and, therefore, is certain to suffer severely in dry times if not irri- gated. In Fig. 42 are shown the roots 3f alfalfa only 174 days from seeding. These had forged their way through so close a clay subsoil that more than four days of con- tinuous washing were required to dissolve away a cylinder of soil 1 foot in diameter and 4 feet long. The roots, however, had penetrated this soil to a depth exceeding four feet, and the nitrogen-fixing tuber- cles were already developed 22 inches below the surface. In the rigid data here pre- sented, combined with that shown in Figs. 10 and 11, we have a rational basis upon which to build a practice of irrigation, so far as that relates t Safe water » - — Unsafe water — « No. of sample Black alkali White alkali No. of sample Black alkali White alkali 740 .022 .067 739 .141 .135 742 .005 .306 741 .009 8.756 743 .007 .155 753 .026 .818 744 .022 .399 751 .011 7.374 755 .009 .334 746 .101 1.063 749 .026 .306 747 .115 1.082 750 .014 .111 757 .036 1.577 754 .026 .033 760 .132 .084 It is very unfortunate that after an analysis of a sample of water has shown accurately the amounts of various elements it may contain, it has not been pos- *Computed from Bull. 29, p. 4, Oklahoma Exp. Sta. Alkali Water not Suitable for Irrigation 267 sible to state with certainty precisely how these ele- ments were combined in the sample. It is more unfortunate that chemists are not agreed as to how results should be interpreted, and that different sys- tems are followed by different analysts. But what is most unfortunate of all, is that many chemists have published their computed results, as though there were but one interpretation of them, and have not given the data upon which their computations were based. Hence, we have found it impossible to arrive at what may be regarded as the safe amount of black or white alkali an irrigation water may contain. The table given above represents the opinion of two chemists as shaped by their system of computing the amounts of the alkalies in the samples analyzed, but it must be understood that another chemist using the same data, with a different system of apportionment, would compute either less or more black alkali and more or less white alkali than the authors have credited the samples with as given in the table above. We make this explanation, that the irrigator may understand that when the water from a given source is said to contain .022 parts in 1,000 of black alkali, more allowance must be made in regard to accuracy than is required for the statement that the water car- ries in solution 11.234 grains of solids per gallon. It should be understood further, as will be shown in the next chapter, that a given quantity of black alkali may prohibit the use of the water for irrigation purposes on one soil, when upon another it may be used with perfect safety. 268 Irrigation and Drainage It sometimes happens that waters draining from swamp, lands where there has been considerable stag- nation, or where there are too strong solutions of humic acids or salts of iron, are not suitable for irri- gation purposes, and must be avoided. In portions of Europe, too, there are streams used for irrigation which are known as "good" streams and "bad" streams. Crops irrigated from one produce heavier yields than when irrigated from the other, and cases are cited where the differences in yield are so large that they can hardly be assigned entirely to difference in the amount of plant -food carried by the two. CHAPTER VIII ALKALI LANDS CHARACTERISTICS OF ALKALI LANDS THE use of the term "alkali lands," as commonly employed, has quite a loose or wide application. Hil- gard states that in California the term is applied almost indiscriminately to all lands whose soils con- tain unusual amounts of soluble salts, so that during the dry season or after irrigation the surface becomes more or less white with the deposits left by the evapo- ration of the capillary waters. Throughout much of Minnesota, Wisconsin, Michigan, and other states lying within the glaciated areas of this country, there are black marsh soils which, after being drained and tilled, come to acquire in spots a deposit of white salts at the surface whenever there is much evapo- ration from the soil, and these are frequently spoken of as "alkali spots." Where these salts are well marked in character, crops are killed out entirely, or the growth is stunted much as is true of the black alkali spots of arid regions. On the rice fields of South Carolina, there appear during the dry stage of growth of the crop "alum spots," as they are there called, upon which the rice may die out or be of inferior quality. Then, too, on the margins of the (269) 270 Irrigation and Drainage sea, where there are low-lying lands periodically in- undated by high tides, white deposits are again left when the surface becomes dry, and are injurious to cultivated crops when they have accumulated to suf- ficient strength, and these are sometimes spoken of as "alkali lands." In the wide application of the term, then, "alkali lands77 are those upon which soluble salts have ac- cumulated in sufficient quantity, through evaporation and capillarity, to attract attention by their usually white appearance and their injurious effects upon vegetation. Hilgard states that "alkali lands must be pointedly distinguished from the salt lands of the sea margins or marshes, from which they differ both in their origin and essential nature ; " and, in the sense he wishes to be understood, the distinction should be made ; but there are important advantages, as will appear, in treating them all under one head. CAUSE OF INJURIES BY ALKALIES When the soil water about the roots of plants or germinating seeds becomes sufficiently strong with salts in solution, the osmotic pressure is so modified that a discharge of the cell contents into the soil takes place to such an extent as to produce what is equiva- lent to wilting. The cells are not maintained suffi- ciently turgid to permit normal growth, or they may have the pressure so much lowered as to cause death. The case is like placing the plump strawberry or Cause of Injuries by Alkalies 271 currant in a strong solution of sugar, where it is ob- served to greatly shrink in volume. So, too, it is like placing meat under strong brine, and the use of sugar in preserves, where there is so strong a solution about the products preserved that the germs of decay cannot thrive in them. This, then, is one of the modes by which the in- jurious effects of alkalies are produced, and it should be understood that it matters very little what sub- stance may be in solution in the soil water, so long as it is there in sufficient quantity to produce the osmotic shrinkage referred to. Every one is familiar with the fact that too con- centrated fertilizers may produce death to the plant, and it may be by this action. Applying the principle to the alkalies in the soil, it must be recalled that these compounds are all relatively very soluble in water, so that if only large quantities of water con- taining even small amounts of the salts are evaporated in contact with the roots of growing crops, the so- lution surrounding the soil grains may become too strong for good plant feeding, and even death may result. On this fundamental principle of action, it is plain that the black as well as the white alkalies fall into the same category, and this, 'too, no matter what may be their composition, origin or geographic range. It is more than probable, if not even certain, that the action of some of these salts may be that of true poison ; but the real nature of toxic effects is not as yet understood in any full sense. 272 Irrigation and Drainage HOW ALKALIES ACCUMULATE IN THE SOIL Everywhere in the soil where there are sufficient changes in the air and the moisture, the soil grains are being broken down and dissolved by both physical and chemical means, and unless the rains are suffi- ciently heavy to carry the ever -forming dissolved salts away in the country drainage, they will be brought to the surface by capillarity and there con- centrated until precipitated. The more insoluble of the plant -foods, and other salts which are not such, cannot charge the water sufficiently high to do serious harm, hence in common language and in the sense the term is here used, they do not become "alkalies." But with the other salts the case is different. They are precipitated when the solution becomes strong enough, and form deposits on the surface or about the roots in the soil where water is being re- moved, but before this actually occurs one or both of the actions referred to above begins to take place. In arid regions, where the alkalies proper are most abundant, rains enough may fall to slowly carry for- ward their formation, but not enough to carry them out of the land. From the higher levels and steeper slopes they are readily moved by surface drainage and wind action to the lower lands, where the amount may become so large as to form thick beds. During the wet season of such countries, these salts may sink into the soil, but to rise again when dry weather restores the action of capillarity. In the humid regions, there is necessarily an even How Alkalies Accumulate in Soil 273 more rapid formation of all the true alkalies of arid climates; for fundamentally similar rock ingredients are subjected to identical weathering processes, but of a more intense nature, because the rainfall is greater. If, therefore, there occur conditions favorable to the accumulation of the soluble salts formed at and near the surface of the soil, these should be expected to show as alkalies. Most of the marsh lands of the world, excepting those under the influence of tide waters, owe their wet character to the underflow of ground-water which has percolated into the adjacent higher lands, and which rises to or near the surface wherever this is sufficiently low to permit of it doing so. When such lands are drained, the rate of surface evaporation and the rise of capillary water from below may exceed the annual rainfall, and thus lead to an accumulation at the surface of salts of such intensity and character as to interfere with the normal growth of plants. It must be kept in mind that where the ground -water level is near the surface, the rate of capillary rise may many times exceed what it could be under other con- ditions, and since the rate of evaporation is most rapid where the surface soil is wettest, the conditions are extremely favorable for the accumulation of solu- ble salts at the surface of marsh lands in humid climates after they have been drained. The waters leaching through the more open, higher lands become charged with salts, and as these waters come again near the surface under the low areas they are raised •y capillarity and evaporated, leaving the salts which 274 Irrigation and Drainage had been taken up along the underground path to accumulate over the low-lying lands, and since the evaporation of 12 inches of salt -laden water may produce more deposits than the same depth of rain would be sure to remove in leaching downward, the chances are favorable to accumulation. INTENSIVE FARMING MAY TEND TO THE ACCUMU- LATION OF ALKALIES It has already been pointed out that during the growing season, after vegetation has come into full action, nearly all of the rains which fall in humid climates are retained near the surface until they are evaporated, either through the growing crop or from the soil, and since these waters tend to form salts when they are in contact with the soil grains, they must tend to increase the salt content near the surface. It is plain, too, that the heavier the crops produced and the greater the number of them in the season, the less is likely to be the loss of any water from the field by under -drainage ; hence the greater the tendency for soluble salts to accumulate. Then, if during the winter season of a country the rainfall is deficient, so that little leaching can take place, conditions become still more favorable for the accumulation of alkalies. Further than this, if irrigation is practiced during the growing season only, and this water also is evaporated from the soil in addition to the natural rainfall, it is plain that the amount of soluble salts in the soil must increase, both on account of that which may have been in the water applied, and that Amount oj Alkali Injurious 275 which this additional water may have been instrumental in producing from the soil on the spot through the processes of weathering. Indeed, the more we study and reflect upon this problem, the more we are led to fear that in all arid climates, where irrigation is practiced, it will not be found sufficient to apply simply enough water to the soil to meet the needs of the crop growing upon the ground at the time, but, on the contrary, there must be enough more water applied to take up and carry away into drainage channels and out of the country to the sea not only the soluble salts which the irriga- tion waters carry, but also those which it causes to be produced from the soil and subsoil. In other words, it appears that an excess of soluble salts in a thoroughly irrigated field is not only a normal but an inevitable condition, unless sufficient leaching takes place; and if this is true, the sparing use of water can only increase the number of years required to bring the salts up to the danger point of concentration. AMOUNT OF SOLUBLE SALTS WHICH ARE INJURIOUS IN SOILS Storer states that it is a matter of record that, long experience in the south of France has shown that any soil which becomes visibly covered with a slight in- crusation of salt in times of drought is improper for cultivation, unless special pains are taken to prevent the surface from becoming dry. Plagniol insisted, in his time, that soils containing more than 2 per cent of salt are unfit for the growth 276 Irrigation and Drainage of any other than samphire, saltwort, "and the like, and that even these cannot thrive when the salt becomes as high as 5 per cent. Deherain concludes, from his studies in France, that while soils kept very moist may produce crops even when 2 per cent of salt is present, yet if the soils dry out badly they become sterile with no more than 1 per cent present. Gasparin has maintained, however, that while soils containing .02 per cent of salt may produce good crops of wheat, .2 per cent is more than this crop can bear. Speaking, next, of the alkali salts of arid climates, we may cite some of the data procured by Hilgard in his extended and careful studies of the alkali problems of California. At their Tulare Experiment Station, he gives both the amount and the distribution of soluble salts in the surface 18 inches of soil where, in one case, barley grew to a height of 4 feet, and in another the amounts of the salt were so great that this crop would not thrive. The data which we give in tabular form have been read from his plotted curves, hence the values must be regarded as not quite exact. Table showing amount and composition of alkali salts in parts per 100 Taken September, 1894, Tulare Experiment Station, California Ground upon which barley Ground upon which barley grew 4 feet high did not grow Depth in Sodium Sodium Com'n Total Sodium Sodium Com'n Total 3-in carb'ate sulphate salt soluble carb'ate sulphate salt soluble sections Na2cO;5 Na,SO4 NaCl salts Na2CO3 NavSO4 NaCl salts 0 to 3 in. . . .008 .68 .36 1.2 .07 1.22 .68 2.44 3 to 6 in. . . .009 .26 .07 .34 .1 .16 .1 .38 6 to 9 in... .013 .1 .03 .168 .099 .11 .05 .28 9 to 12 in... .024 .057 .02 .143 .099 .148 .06 .334 12 to 15 in... .038 .037 .02 .119 .14 .1 .04 .29 15 to 18 in... .04 .02 .02 .09 .18 .06 .02 .263 Amount of Alkali Injurious 277 Sodium nitrate is also given in these cases as a constituent, but as this may be regarded as a plant- food, we have omitted it from the table. It will be observed that the total soluble salts in the surface 3 inches where the barley grew well was about half that found in the case where it would not grow, the amounts in the two cases being 1.2 and 2.44 per cent of the soil. The difference between the amounts of the black alkali in the two cases stands as 8 to 70, or much more. Referring to the possibility of these salts interfering with plant life simply on account of their plasmolitic action, it may be said that DeVries found, as repre- sented in Fig. 49, that when the living cells of a plant were immersed in a 4 per cent solution of potassium 1234 Fig. 49. Effect of too strong solution of potassium nitrate on the protoplasm of plant cells. (After DeVries.) nitrate, there was first a shrinkage in volume through a loss of water, as shown between 1 and 2. When the solution was given a strength of 6 per cent, then, in addition to the change in volume, the protoplasmic lining P began to shrink away from the cell wall h, as shown at 3, and when the strength of the solution was made 10 per cent, the conditions shown in 4 were 278 Irrigation and Drainage produced. When such conditions as those represented in 3 and 4 are set up, marked wilting must result and growth be brought nearly or quite to a standstill. It is not possible to state with certainty what strength of salt solution existed in the soil moisture in the cases cited above, but an approximate estimate may be made. Hilgard's analyses show, in the case of the sample from where barley would not grow, that the soluble alkalies amounted to 2.44 pounds per 100 pounds of soil. If these salts were all in solution in the soil -water, and if the soil -water amounted to 30 per cent of the dry weight of the soil, then the salts in solution would have a strength of 8.13 per cent. But if only 15 per cent of moisture existed in the soil, as might easily have been the case, and all the salts were in solution, then its strength would have been double that above, and much stronger than DeVries' most severe trial. It does not appear im- probable, therefore, that even were there no poisonous effect exerted upon the barley by the salts in the soil, the plants could not have grown, on account of the wilt- ing which would have resulted from the presence of too strong a salt solution outside the cell walls of the root -hairs in the soil. COMPOSITION OF ALKALI SALTS To show the character of the salts which accumu- late in the manner under consideration, we have computed the mean composition from a number of analyses as given by Hilgard, and the results are stated in the table which follows : Composition of Alkali Salts 279 Table showing composition of alkali salts Acids and bases California Washington Montana Silica (SiO2) 1.663 1.552 .42 Potash (K2O) 3.602 9.588 1.774 Soda(Na2O) 40.058 45.387 30.442 Lime(CaO). 519 .048 1.464 Magnesia (MgO) 258 .115 5.956 Peroxide of iron (Fe2O:{) an I alu- mina (A12O3) ..I 079 .028 .04 Phosphoric acid (P2O5) 1.457 .81 .012 Sulphuric acid (SO3) 18.946 2.12 44.482 Nitric acid (N2O5) 1.923 .000 1.074 Carbonic acid (CO2) 13.982 34.058 2.208 Chlorine (Cl) 7.46 1.077 5.148 Ammonia (NH3) .047 .000 .000 Organic matter and water of crystalli- zation 11.282 5.073 101.276 99.856 101.156 Less excess of oxygen corresponding to Cl 1.623 .238 1.166 Totals 99.653 99.618 99.990 When these results are computed as salts they stand, according to Hilgard, as expressed below: Table showing composition of soluble portions of alkali salts California Washington Montana Potassium Sulphate (K2SO4) 6.796 3.715 3.774 carbonate (K2CO3) ... .732 12.378 .000 Sodium sulphate (Na2SO4) 31.956 .000 61.432 " nitrate (NaNO3) 3.64 .000 1.878 " carbonate (Na2CO3) 39.413 80.053 2.94 chloride (NaCl) 14.703 1,913 9.864 " phosphate (HNa2PO4) 2.273 1.943 .000 Magnesium sulphate (MgSO4) 307 .000 21 .12 Ammonium carbonate (NH42CO3)-.. .157 .000 .000 280 Irrigation and Drainage It will be seen from these two tables that there may be associated with the undesirable salts quite notable quantities of others which are valuable plant- foods. This is as should be expected, for the more soluble plant -foods, as well as the salts not suitable for plant life, must be moved by the same waters, and tend to collect with them. Hilgard points out that where the soluble phos- phates and considerable quantities of humus are asso- ciated with the sodium carbonate or black alkali, it is often desirable to first transform the sodium carbo- nate into sodium sulphate through an application of land plaster. By so doing both the humus and phosphates are rendered insoluble, but not unavaila- ble for plant -food, hence may be retained in the soil for future use after the alkalies, which are harmful, have been washed out or otherwise disposed of. This is an important suggestion to keep in mind. THE APPEARANCE OF VEGETATION ON ALKALI LANDS When cultivated crops are grown upon alkali lands, characteristic effects are produced which serve to point out the difficulty with the soil and the remedy which should be applied. If the salts in the soil are not too concentrated, the crop may germinate in a perfectly normal manner, but after a time begin to languish in spots, and remain dwarfed in stature or. entirely die out. It is very common to see a field upon which the crops present an extremely uneven stand, some areas Appearance of Vegetation on Alkali Lands 281 being entirely destitute of plants, or bearing only those which are small, while closely adjacent spots may be covered with large, vigorous, and perfectly normal growths. Fig. 50 illustrates this feature, as it is ex- hibited in the San Joaquin valley of California, and Fig. 51 shows essentially similar features as they de- velop on black marsh soils in Wisconsin after they have been tile -drained. In this latter case, the crop on the afflicted areas comes to an early standstill, or a plant Fig. 50. Vegetation on alkali lands in California. (Hilgard.) may go through all the phases of growth, reaching maturity, but with a very dwarf habit, so that maize in tassel and ear may not stand higher than 6 to 10 inches, while close by may stand another hill or group of them where the growth has been unusually rank and luxuriant. On these soils the afflicted plants pos- sess a very imperfect root system, the older roots turning brown, soft, and apparently decaying, while newr ones form above. 282 Irrigation and Drainage DISTRIBUTION OF ALKALIES IN THE SOIL The position in the soil where the alkalies may be found in greatest abundance varies under different con- Fig. 51. Growth of maize on black marsh soil in Wisconsin. ditions. Where there is a large and prolonged evapo- ration at the surface, the alkalies may be nearly all collected within the surface 3 or 4 inches, and hence be- come so strong as to do serious injury, when if this Distribution of Alkali in Soil 283 concentration had been prevented no serious harm could have resulted. So, too, if the salts have been gathered into a thin layer near the surface, heavy rains or an application of water by irrigation may move them at once bodily and nearly completely to a depth of 1, 2 or 3 feet, varying with the amount of water applied, the capacity of the soil to store water, and the amount of water it contained previous to the application. Under these circumstances, it is plain that fields afflicted with alkalies may exhibit at one time the most intense symptoms of poisoning and at another be entirely free from them, so far as revealed by a crop upon the ground. In examining soils for alkalies, it is a matter of the utmost importance to recognize that the distribu- tion of them is extremely liable to be capricious, and that it is easy to overlook their presence by stopping the sampling of the soil just short of the level at which all of the alkalies had chanced to be concen- trated ; or, again, by taking a sample of the 1st, 2d and 4th feet, or of the 1st, 3d and 4th feet when, ow- ing to the capricious distribution, all of the salts had been collected in the 2d or 3d foot, and thus were overlooked because it may have been thought not worth while to make a complete section of the soil in question. CONDITIONS WHICH MODIFY THE DISTRIBUTION OF ALKALIES IN SOIL If the surface of the ground is kept naked and compact, so that the rate of evaporation may be 284 Irrigation and Drainage strong, the alkalies will necessarily be brought to the surface and become concentrated there, hence in posi- tion to do the greatest harm to growing crops. If thorough tillage is practiced early, so that but little water is evaporated except that which passes through the roots of the crop, then the salts cannot become concentrated in a narrow zone, but, on the contrary, will be left all through the soil where the roots which are taking water are distributed. In those cases, therefore, where the general soil water is not too highly concentrated to permit normal growth, crops may prosper so long as the surface is kept shaded and thoroughly tilled. It must be observed, however, and kept in mind, that the roots of plants cannot withdraw moisture from a soil without at the same time tending to concentrate the salts in solution in the zone where the roots do their feeding ; hence, that if alkali waters are being used for irrigation, and in the long run if the purest waters are being used under conditions of no drainage, sooner or later the soil of the root zone must become so highly charged with the alkali salts that reduced yields are inevitable. USE OF LAND PLASTER TO DESTROY BLACK ALKALI Hilgard long since pointed out that in regions where the water contained sulphate of lirne in solu- tion, there sodium carbonate was absent, or existed in such small quantities as not to be harmful to crops, and he early saw and recommended that where fields were Land Plaster for Black Alkali 285 troubled with black alkali in not too large quantities, land plaster could be used as a fertilizer, which would have the effect of changing the sodium carbonate into the less harmful sodium sulphate, and in this way transform sterile lands into those which are capable of being worked at a profit. He clearly saw, however, that such a remedy was not an absolute corrective, but rather of the nature of a substitution of a lesser for a greater evil, as, sooner or later, the sodium sul- phate comes to be too strong to be endured. Hilgard has further pointed out that the application of land plaster to a soil rich in sodium carbonate very greatly improves the texture or mechanical condition of such a soil, because black alkali tends to break down the granular structure of clay soils, and thus puddles them and renders them nearly uninhabitable by most plants, largely on account of their bad mechanical condition. Still further has Hilgard pointed out that the pres- ence of black alkali in a soil -water tends to dissolve the humic nitrogen and the comparatively ^insoluble phosphates of the soil, so that if leaching is taking place under the influence of a water containing much sodium carbonate, great harm is being done by depriv- ing the soil of two of its most important ingredients of plant -food. Hence if alkali lands are to be im- proved by drainage, this should not be done until steps have been taken to first transform the sodium carbonate to the sulphate, and thus precipitate the humic nitrogen and the phosphate so that these may be retained. 286 Irrigation and Drainage KINDS OF SOIL WHICH SOONEST DEVELOP ALKALI Where alkali waters are used for purposes of irri- gation, and where sweet waters are being used under conditions of little or no drainage, the clayey soils are the ones which soonest begin to show the bad effects of concentrated salts. This is so for many reasons. In the first place, the soils of clayey texture, as has been established by experiments recorded on page 201, are not as effective mulches as the sandy soils, hence, even where thorough tillage and shade are resorted to, there must necessarily be a larger rise of salt- bearing water to the surface to produce accumulation than is the case with the coarse, sandy soils. In the second place, when water is applied to a sandy soil, not nearly as much remains adhering to the surface of the soil grains and entangled between them, so that it quickly spreads downward farther below the surface than is the case with the clay. This being true, it takes less water to produce effective drainage, and the roots of the crop spreading farther in the sands, the salts cannot become concentrated as they may in the clays. In the third place, since more water is held in contact with the soil grains of the clays, and since the total surface for chemical action to take place upon is very much larger in the claye}r soils than in the sands, it is plain that soluble salts, including alkalies, may form more rapidly in one case than in the other, hence, that the open, sandy soils cannot become Correction of Alkali Waters 287 alkali lands except under conditions which are ex- tremely favorable to their formation. CORRECTION OF ALKALI WATERS BEFORE USE IN IRRIGATION In case an irrigation water is known to contain an injurious amount of black alkali, it is possible to con- vert this into the sodium sulphate by the use of land plaster in the water before applying it to the field. To do this in the ^ases where water is stored in reservoirs, it is possible to arrange cribs of uncrushed gypsum through which the water flows in entering the reservoir, and if this should not be sufficient to effect the whole change, other cribs could be built at other points in the reservoir and at the outlet. So, too, where the lateral is taken to the field, it would often not be difficult to arrange so that the water flowed through a basin, wide ditch or reservoir in which hang crates of gypsum, over which the water passes on its way to the field, or the same method may be applied in the larger canals. If the fields upon which alkali waters must be used are heavy and especially likely to be injured by the puddling process, it would seem to be much the better method to apply the corrective for black alkali to the water itself, rather than to the field, after there has been opportunity for some damage to be done. DRAINAGE THE ULTIMATE REMEDY FOR ALKALI LANDS If it is true that alkali salts are formed from the decomposition of the soil and subsoil through the $c- 288 Irrigation and Drainage tion of water and air, it is only too plain that where conditions are persistently maintained which allow the formation of the salts without permitting them to be removed by any cause whatsoever, there mnst come a time, sooner or later, when the amounts produced and accumulated in the soil shall reach the degree of con- centration which is intolerable to cultivated crops. Under the natural conditions of rainy countries, there is usually a sufficient amount of leaching- to permit the white and black alkalies to be borne away in the country drainage with sufficient completeness to pre- vent their effects attracting general attention, and if the same processes obtained in irrigated countries, it is plain that in these, too, the difficulties would not arise. The conclusion is irresistible, therefore, that some method must be devised by which, periodically at least, sufficient water is applied to irrigated fields to pick up and carry out of the country the soluble alkali salts which are fatal to cultivated crops. In the old-time irrigation of the Nile valley, the greater part of the land was under basin irrigation, and thus thoroughly washed during some fifty days every year. Lands not so treated were the lighter sandy soils near the Nile, protected by only slight banks from inundation, and these dykes usually gave way as often as every seven or eight years, so that they, too, were occasionally thoroughly flooded. Un- der this system of washing and drainage, the fields of the Nile were kept free from alkalies for thousands of years. But at the present time, when what are called more rational methods are being .applied, but with no Drainage the Ultimate Remedy for Alkali 289 attention being paid to freeing the soil from the ac- cumulation of alkalies, these salts have been concen- trated to so serious an extent that already many acres have been abandoned. The probabilities are that long, long ago the same more rational methods (!) now being practiced had been tried and found inadequate or inapplicable, on account of the accumulation of alkalies which they permitted, and the old irrigators learned to be content with a system which, although more wasteful in some ways, still kept the dreaded alkalies under control. it is not improbable that if the full history of many abandoned ancient irrigation systems could be knovn, it would be found that, not being able to command water sufficient for drainage, or not appreci- ating its need, alkalies were allowed to accumulate until the lands were no longer productive. It is a noteworthy fact that the excessive develop- ment of alkalies in India, as well as in Egypt and California, are the results of irrigation practices modern in their origin and modes, and instituted by people lacking in the traditions of the ancient irri- gators, who had worked these same lands for thousands of years before. The alkali lands of today, in their intense form, are of modern origin, due to practices which are evidently inadmissible, and which, in all probability, were known to be so by the people whom our modern civilization has supplanted. The subject of Drainage will be discussed in Part II. CHAPTER IX SUPPLYING WATER FOR IRRIGATION IT is not the purpose in this chapter, nor has it been the purpose in this work, to discuss the larger questions of water supply for irrigation. These are quite purely engineering problems, involving a mass of detail and technicality which concern the agricul- turist only in the final results which they bring to him ; hence, he is interested in them only iu a general way. We shall aim, therefore, in dealing with the supply of water to whole communities for purposes of irri- gation, to present only a general idea of the systems which have been evolved and adopted under the varying conditions of different countries and climates, reserving the main part of the chapter for the dis- cussion in detail of the cases where water is supplied by individual effort for individual use. DIVERTING RIVER WATERS By far the most general method of supplying water for the use of large sections of country is to throw a dam across a stream, and divert from the channel a portion of the river water, leading it out into the district to be watered through canals provided for the purpose. (290) Diverting Water from Streams 291 An excellent example of such a large scale system is repre- sented in Fig. 52, which shows the Sirhind canal, taken out of the Sutlej river, in the Punjab of India, at Kupar. This canal was designed to have a carrying capacity of 6,000 cubic feet per second, and extends as a single main trunk 41 miles, where it is bisected. Three miles further on the western trunk it is divided again, forming two canals of 100 and 125 miles respec- tively, while the eastern main branch divides into three of 90, 56 Fig. 52. Sirhind canal system, Punjab, India. (Wilson, U. S. Geol. Survey.) and 25 miles respectively. There are in the whole system 41 miles of main canal, 503 miles of main branches, and 4,407 miles of main distributaries, supplying 800,000 acres of irrigable lands. The annual rainfall of the region in which this system has been developed varies from 10 to 35 inches. The sytem is said to have cost $7,831,000, and to have yielded in 1899 an annual revenue of 2% per cent on the cost, although less than half of the available land has yet been brought to use the water. We have already referred to the head gates of one of the 292 Irrigation and Drainage canals of the Durance, and given an engraving of it in Fig. 48. In further illustration of the methods used in diverting by gravity the water of a stream for purposes of irrigation, Fig. 53 shows diagrammatic ally how the Kern Island canal, in California, is taken from the Kern river, together with the position of the regulator, and of the waste gate by which the unused water finds ^ 'vu"i7;//U»;c Fig. 53. Head of Kern Island canal, California. (Grunsky, U. S. Geol. Survey.) its way back into the channel. Figs. 54 and 55 are bird's-eye views of the same thing, showing the regulator and the waste gate. In Fig. 56 is given a nearer view, looking across the canal over the waste gate, the regulator being at the left. In aligning these canals, they are led back from the stream as far as the general fall of the valley will permit, and in taking out the laterals and distributaries, these are carried to the highest portions of the fields to be irrigated, and at the same time are Diverting Water from Streams 293 held as far as possible above the level of the surface, in order that there shall be no difficulty in taking out the water upon the land to which it is to be applied. If reference is again made to Fig. 52, it will be easy to Fig. 54. Bird's-eye view of head of Kern Island canal, looking up stream. (Grunsky, U. S. Geol. Survey.) understand that where such vast volumes of water are taken across a country in open canals, carried as high as possible and even above the surface, there must necessarily be an extensive seepage into the subsoil, which in the course of time must tend to raise the original ground-water level much nearer the 294 Irrigation and Drainage surface, and tend to develop swamps in the lowest -lying and flattest sections of the area traversed. It is further clear, too, that under the conditions set up by such a network of canals, there must be a much more rapid Fig. 55. Head of Kern Island canal, looking down stream. (Grunsky, U. S. Geol. Survey.) action of water upon the subsoil to form alkalies ; and since, with the nearer approach of the ground water to the surface, the capillary action and evaporation must be much augmented, it is plain that the deterioration of land through the increase of alkalies is the thing to be feared rather than wondered at. Diverting Water from Streams 295 In laying out such a system of irrigation as the one under consideration, it thus becomes a matter of the greatest moment that proper attention be paid to drainage, and that ample pro- vision be made for it. If this is not done, a relatively few Fig. 56. Waste gate and regulator at head of Kern Island canal, looking across the canal. (Grunsky, U. S. Geol. Survey.) years are almost certain to convert a great benefit into one of the most serious of scourges. Drinking waters are likely to become polluted, malarial fevers prevalent, and the land unpro- ductive, both on account of water-logging and the excessive accumulation of alkalies. 296 Irrigation and Drainage The dangers in this direction will be least in countries where the natural drainage facilities are best ; where the streams, draws and washes are sunk deepest below the surface of the fields; and where the subsoil is the most open, thus providing an easy escape of the seepage waters into the natural drainage channels. Under such conditions as these, it would be only the most waste- " ful, extravagant and inexcusable use of water, with no attention to proper methods of tillage, which could lead to the evils pointed out. But, on the other hand, in countries where the natural drainage lines are shallow and few, and where the soil and subsoil are close, it will require the greatest vigilance and the rarest skill and judgment to avert the evils of swamping, the development of a malarial atmosphere, and the formation of alkalies. If, in addition to the conditions last pointed out, the irrigation water is naturally heavily charged with undesirable salts, then the situation becomes as serious as possible. When capital, therefore, is seeking permanent investment in the development of an irrigation system, the difficulties pointed out are matters for first and most serious consideration; and when agriculturists propose to establish homes under such surroundings, the same serious attention should be given the probable permanency of the conditions of fruitfulness and health- fulness. It sometimes happens that water for irrigation must be taken from mountain canons and led out upon the mesas and over the valleys under great difficulties, such as tax the highest engi- neering skill to its utmost to accomplish. As an illustration of this type of irrigation engineering, the case of one of the canals supplying Eedlands, California, may be cited. In Fig. 57 the dark line on the flank of the mountain on the right is an open canal, with cement masonry lining, which winds up the valley until it can draw its supply from the Santa Ana river. Lower down the mountain valley it becomes necessary to cross the canon, and this is accomplished by using the large redwood siphon rep- resented in Figs. 58 and 59. This gigantic pipe has an inside diameter of 4 feet, and in one portion of its course is obliged Kedlands Irrigation System 297 to withstand a pressure of 160 feet of water. This pipe is made of selected redwood staves, 2x6 inches, with edges beveled to fit closely, and having their ends joined by a strip of metal fitting tightly into a slot in the end of each stave ; the width of the metal strip being a little greater than the width of the stave, Fig. 57. Santa Ana canal on mountain side. a close joint is thus secured. The staves are bound together with iron hoops, whose distance apart is varied according to the pressure the pipe is required to withstand. When the canal reaches the wash of Mill creek, it is carried across in the flume represented in Fig. 60, also made of redwood staves. Further on, as the water nears its destination, one branch discharges its water through the paved and cement- lined canal into the paved and cement- lined distributing reservoir, both shown in Fig. 61. From the reservoir, the water is taken in a system of under- Fig. 58. Redwood pipe conveying water of Santa Ana canal into and out of a canon. Redwood Pipe Line 299 ground cement pipes to the lands where it is to be used. These pipes extend beneath the surface, out of sight and out of the way, ranging from 14, 12, 10 and 8 inches in diameter for the mains, to 6 and 5 inches for the laterals ; and there were in 1888 some 13 miles of these pipes in the Redlands settlement. In the general system, the lands are plotted in square 10 -acre lots, and a 5- or 6 -inch lateral supplies one tier of these, delivering the water usually at the highest corner. These pipes Fig. 59. Pipe line carried on trestle. are generally laid on the slope of the country, which one way ranges from 50 to 100 feet per mile, and do not carry the water under much pressure, but rather more nearly as though it were running in open channels. The accumulation of pressure as the face of the country falls is prevented by the introduction of small concrete chambers from 5 to 6 feet square, placed at frequent intervals, and at the places of branching. As the water passes along the supply pipes it enters these chambers, rising until it falls over measuring weirs in the partition walls of the chamber, and drops into other compartments from which other pipes lead away in their respective directions. Fig. 60. Redwood stave flume carried across Mill creek wash on trestle. Fig. 61, Cement-lined canal and reservoir at Redlands, California. Distributing Hydrants 301 When the waiter reaches the irrigator, his delivery is made over a small weir, to which the water rises from below in a similar but smaller cement chamber, two of which are repre- sented in Figs. 62, 63 and 64. In Fig. 62, the water is seen pouring from the cement chamber or e seen that by transferring either of the two gates to the weir now in use, the water would Fig. 62. Cement hydrant, with weir and distributing flume. be turned from its present course to the one of the other two desired. In Fig. 63, the water is seen' flowing from the front weir, while the discharge is prevented from taking place into the compartment at the left and in the rear by the two gates now in place ; but i:i Fig. 64, the left gate has been removed without putting it in front, as would ordinarily be the case, so as to show the water pouring over that weir into its underground pipe for delivery in another direction. The system for supplying water for irrigation, now briefly described, and illustrated by Figs. 57 to 64, represents the high- 302 Irrigation and Drainage est type of collecting and distributing systems yet devised, and it is one which meets the peculiar demands brought upon it with almost ideal nicety. From the collecting reservoir, up in the mountains, behind the great Bear valley dam, the water travels Fig. 63. Cement hydrant, with water discharging outward into distributing flume. hurriedly much of the way through closed pipes of redwood, steel or cement, in which all evaporation and seepage are effec- tually prevented, while for most of the balance of the distance the water glides swiftly along tight flumes and cement-lined Fig. 64. Same hydrant as Fig. 63, with water discharging over left wier into underground pipe. canals of nearly faultless alignment, reaching its destination with so little of erosion or silting that the annual expense for mainte- nance is almost a trifling matter. The dangers from alkalies are reduced to the narrowest possible margin, and the swamping of 304 Irrigation and Drainage the land is next to impossible with any rational use of water. When one stands upon Smiley Heights, in Redlands, and looks out over such panoramas of luxuriant growth as the one repre- sented in Fig. 65, the reflective mind is almost convinced that here is in reality the ultima tlmle in rural life. The cases now cited may suffice to illustrate the manner in which water is diverted from streams for gigantic irrigation enterprises, where the government itself does the work, as in India ; where state aid supplements the united efforts of a dis- trict, as in the case of the Kern river canal, and where one or more stock companies develop the system as a means of finding permanent investment for capital, as is the case with the system worked out to meet the needs of the Redlands district. It is, of course, practicable for individuals to divert portions of the water from streams passing through their property, pro- vided the fall is such as to permit of this being done, and where large quantities of water are to be used there is seldom a cheaper or more effective method of supplying water, if only the land and the stream are properly related for it, and the water is not already held by prior rights. DIVERTING UNDERGROUND WATERS In mountainous and hilly countries, where river valleys have become deeply filled with sands and gravels, it frequently happens that much of the water of the drainage basin flows below the surface through the valley sands and gravels, the bed of the channel becoming nearly or quite dry for long distances. In such cases, where the slope of the valley is considerable, and where the water has not fallen too far below the surface, tunnels are occasionally driven into the sands and gravels up the valley at a small grade until the water-bearing beds have risen above the line of drift sufficiently to allow the water to percolate into the tunnel and be led out upon the surface. Sometimes it is only necessary to dig open ditches, making them deeper up stream, to develop considerable quantities of water on the same principle. Diverting Underground Waters 305 Then, again, in steep valleys, where the streams carry plenty of water, but too far below the surface to be diverted, it fre- quently happens that at the foot of a terrace water may be flowing very near the surface toward the river channel, and by ditching or tunneling here this may be diverted to the surface when that in the river must be pumped. Another method of utilizing the waters which have fallen below the surface in the valley gravels is by building what is called a submerged dam across the valley, excavating to bed Fig. 66. Submerged dam at San Fernando, California. rock and erecting a water-tight dam, which shall hold the under- flow back until it has filled the gravels above the dam and flows over it at the surface high enough to be taken away in cement ditches, flumes or pipes to the land it is desired to irrigate/ One such submerged dam is shown in Fig. 66, built near San Fernando, California. It was not, however, sufficiently well built to hold the water back until it could be made to overflow, and they were, in 1896, using two gasoline engines with pumps to lift the water held back by the dam, instead of depending upon gravity, as planned. 306 Irrigation and Drainage DIVERTING WATER BY TIDAL DAMMING Where lands bordering rivers leading to the sea lie high enough above low tide to admit of adequate drainage, and at the same time below high tide level, these may be dyked off from the sea, and then, by erecting sluices controlled by gates at suitable places in the dykes, connecting with canals and dis- tributaries on the land side, water may be led at will on or off the fields as the tides come • or go. One of the most notable examples of this method of procuring water for irrigation is at the mouth of the Santee river, in South Carolina, to which reference has already been made, and a portion of which is represented in Fig. 67. It will be readily understood that as the tide rises along the coast, the discharge of the fresh water coming down the river is prevented and the channels fill with it, it being held there by the dam of salt water formed by the tidal wave. When the fresh water has accumulated to a sufficient extent, the trunks may be opened and the fields flooded, or they may be kept closed and the water held off. The diverting of water from rivers by tidal damming is only practicable where the river carries a sufficient volume of fresh water to prevent the salt water from ascending the channel, for were the volume small the sea would drive it back, and only salt or brackish water would be found against the dykes. DIVERTING WATER BY THE POWER OF THE STREAM Where rivers run too low in their channels to permit the water being led out directly, many devices have been employed by which a portion of the water is made to drive machinery which, in turn, lifts another portion out upon the land, where it may be led away. One of the oldest, commonest and simplest devices used for this purpose is the undershot water-wheel, set up in the stream and carrying buckets on its Tidal Irrigation 307 Fig. 67. Section of rice fields in South Carolina. (U. S. Coast and Geodetic Survey.) circumference, wh^ch raise the water in the manner represented in Fig. 15, page 76. This view was taken on the river Begnitz, a branch of the Main, in Bavaria, where in a distance of one 308 Irrigation and Drainage and one -fourth miles the writer counted no less than twenty such wheels. The wheels were 16 feet in diameter, provided with a row of 24 churnlike buckets on one or both sides, emptying their contents into a trough, from which the water was led away in a flume hewn from a log. At the time the view was taken, this wheel was making three revolutions per minute, and dis- charging 450 gallons, or enough to supply nearly 120 acres with 2 inches of water every 10 days, the water being raised 12 feet. On the Grand river, near Grand Junction, Colorado, the Smith Brothers have placed two 36-inch turbine wheels so that they drive a battery of two centrifugal pumps, one above the other, on the same 8 -inch discharge pipe, and lift water 82 feet, discharging it into a flume, as represented in Fig. 68, Fig. 68. Mouth of 8-inch discharge pipe 82 feet above Grand river, Grand Junction, Colorado. at the rate of 2,200 gallons per minute. The two wheels were together rated at 90 horse -power, and were developing not far from 54, as measured by the water lifted. They were supply- ing water for 80 acres of alfalfa and 120 acres of orchards, working only during the daytime, the water being carried a mile in flume and ditches. Other forms of water wheels, like the overshot, undershot and breast wheels, are used for driving centrifugal and other pumps to lift water for irrigation, and in large streams, where Lifting Water by Water Power 309 there is considerable fall, large amounts of water may be raised at a very small cost after the plant is once in place. Mr. F. H. Harvey, of Douglas, Wyoming, has set up a half- breast and undershot wheel, 10 feet in diameter and 14 feet long, between two wing-dams on a swinging frame, in such a manner as to permit it to rise and fall with the current. Being connected by means of a sprocket wheel and chain to the sta- tionary driving pulley, the changes in the position of the wheel with the level of the river do not disturb the action, and the Hydraulic ramming engine. (Wilson, U. S. Geol. Survey.) device runs night and day without attention, except for oiling, pumping 1,000 gallons per minute to a height of 16 feet, using a 3%-inch centrifugal pump, thus supplying more than 50 acre- inches per day, or enough to irrigate 200 acres at the rate of 2.5 inches every 10 days. His plant is described as very effec- tive, satisfactory and, for the amount of water supplied, cheap, the total cost being $1,200.* *Bulletin No. 18, Wyoming Agr. Exp. Station. 310 Irrigation and Drainage The very large sizes of hydraulic rams may also be used on streams of relatively small fall for lifting water for the irri- gation of small areas, especially if used in connection with reservoirs. They are very simple, relatively cheap, durable, and require but little attention. The ramming engines, Fig. 69, are similar to the hydraulic rams, but are built larger and have greater capacities. They are more complex in structure, and more expensive. The engine represented in the figure is said to be able to elevate water to a height of 25 feet for every foot of fall, or to deliver one -third of the water used in its operation at Fig. 70. Siphon elevator. (Wilson, U. S. Geol. Survey.) two and one-half times the height of the fall, and one-sixth of the water at five times the height of the fall. Those having a drive pipe 8 inches in diameter and a delivery pipe of 4 inches are capable, under a head of 10 feet, of elevating about 6 acre- inches to a height of 25 feet in 24 hours, and this will irrigate 24 acres at the rate of 2.5 inches every 10 days. Such an engine will cost $500 (Wilson). The siphon elevator, represented in Fig. 70, is an appliance utilizing the principle of the hydraulic ram in connection with a siphon. The amount of water lifted by this varies with the dimen- sions of the appliance, the height to which the water is lifted, and the difference between the lengths of the two legs of the siphon. It can only be used where there is a dam, or similar condition, Utilizing Storm Waters 311 which permits a, considerable difference between the long and short legs of the siphon. To start the action of the siphon, the long arm must be filled with water ; then, as this descends again, more water rises through the suction arm passing into the receiver (a) and through the check-valve (c) into the regulator (b). In passing the check- valve, the drag of the water closes it, and thus stops the current ; but no sooner has this occurred than the momentum of the water opens the puppet valve (d), and a portion escapes into the storage tank or reservoir. While the water has been discharging through the puppet valve and coming to rest, the fall of water in the discharge arm has created a vacuum in the regulator, which permits the atmospheric pressure on the corrugated heads to force them inward and open the check-valve, thus starting the flow again. These pulsations are very rapid, ranging from 150 to 400 per minute, so that a nearly continuous flow is maintained. Wilson states that these water elevators have been built with sufficient capacity to deliver 8 acre -feet in 24 hours, an apparatus of this capacity costing $1,200. UTILIZING STORM WATERS FOR IRRIGATION There are many sections of country where the topography is such as to permit storm waters to be caught by individual farmers in reservoirs formed by cheap earth dams thrown across the axis of a run, draw or ravine, and the floods produced by rains held back and used in irrigating lands below in times of drought. This is a veiy common practice in many parts of Europe, where the collected waters are oftenest used on meadows. Suitable arrangements are made for taking out the water, and a waste weir is provided by which the water may escape before the height of the dam has been reached. Where water is supplied to large districts, the use of dams with reservoirs is very common, especially on. streams which are subject to large fluctuations in volume during the irrigation season. 312 Irrigation and Drainage 1|! 1 1 HI III Fig. 71. Exposure of windmill which during one year pumped 79.1 acre-feet of water 12.85 feet high. It will frequently happen, also, that streams or rills whose volume of water is too small to be used advantageously may be dammed and the water accumulated in reservoirs, and used by single individuals ; or two, three or more farmers may be located so as to make it mutually desirable for them to unite their efforts and take advantage of small streams in this way. So, too, may the water of springs be led out to suitable places and accumulated and warmed for use in irrigation. WIND POWER FOR IRRIGATION When relatively small areas of land are to be irrigated where the lift is not greater than 10 to 25 feet, and where pumps may be used of such forms and capacity as to economically utilize the full power the mill is capable of developing, wind power may be employed to good advantage in supplying water for irrigation. Wind Power for Irrigation 313 The writer* has conducted a series of observations with a 16-foot geared Aermotor windmill during one whole year, which shows just how much water was lifted 12.85 feet high each hour of every day under one set of conditions. The amount of the water pumped each and every hour of the day, and the number of miles of wind which passed the mill and did the work, were auto- matically recorded, giving for the first time a complete record for a full year of the amount of work one windmill did in lifting water. The mill stands on a steel tower 22 feet above the roof and 82 feet above the ground, as represented in Fig. 71, and lifted the water 12.85 feet from a reservoir having an area of 285 square feet, into a measuring tank holding 141.2 cubic feet, which, when filled, emptied itself in 45 seconds back into the reservoir. The number of times this measuring tank was filled each hour of the day during ~each month of the year, and the miles of wind which did the work, are given in the table on page 315, and the results are shown graphically in Fig. 72. In this table the numbers at the head of the columns are the hours *Bulletin 68, Wis. Agr. Exp. Station. Fig. 72. Upper curve shows miles of wind each hour of the year. Lower curve shows the number of tanks of water pumped by the same wind. 314 Irrigation and Drainage A B Fig. 73. Aermotor 14-inch reciprocating pump used by windmill. A, pump ; B, piston head and suction valve. of the day. The lines of numbers opposite the name of the month express the total number of miles of wind for the hour of the day at the head of the column, while the other lines ex- press the number of times the tank was emptied during each hour of the day. In the footings of the table, the upper line is the total number of miles of wind during each hour of the day for the full year; the second line is the total number of tanks emptied. Table showing the total number of tanks of water pumped each hour of the day for each month, and the total wind movement in miles for the same time. « Month. Noon 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Mid- night March.. 425.0 446.0 438.0 436.5 411.0 382.5 378.5 .365.5 332.0 323.0 322.0 2980 319.0 113.4 112.8 111.8 101.6 94.5 80.1 61.8 67.0 60.3 46.0 62.7 50.1 50.9 April ... 521.5 512.5 476.0 476.0 408.0 4U6.5 392 5 394.0 368.0 424.0 . 431.5 464.0 412.0 157.0 153.8 138.0 137.2 126.7 108.2 78.7 74.6 63.3 85.8 ' 103.5 108.5 90.3 May .... 446.5 453.5 437.0 440 5 411.5 361.0 346.0 366.5 378.0 373.0 375.0 367.0 342.0 115 6 122.4 116.2 106.3 93.8 77.6 52.7 66.7 68.9 68.7 74.5 72.5 73.9 June. . . . 320. 0 326 5 310.5 320.0 320.0 305.5 300.5 292.5 299.5 310.0 267.5 267.0 292.5 73.4 78.0 67.5 66.2 61.8 38.0 44.0 48.0 51.0 51.0 38.0 47.0 40.0 July.... 328.0 351; 5 347.5 351.5 325.5 306.0 273.0 253.0 261.5 276.5 258.0 228.9 236.5 75.1 71.7 64.5 67.7 57.5 58.2 34.7 22.4 23.5 26.0 29.2 25.7 29.6 Aug 354.0 352 0 358.0 354.0 326.0 305.0 282.0 255.5 241.0 239.0 24"7.0 242.0 270.5 76.0 79.3 82.9 75 4 64.4 54 0 35.0 35.0 34.0 33.0 34.0 38.0 36.0 Sept 339.0 354.0 362.0 351.0 331 :o 2760 246.0 256.0 271.0 264.0 272.0 252.0 251.0 89.6 101,6 96 7 93,1 82.1 49.4 30.6 30.3 37.8 37.0 40.3 38.7 44.4 Oct 392.0 401.0 389.0 376.0 359 0 318.0 341.0 355.0 342.0 3500 329.0 314.0 325.0 107.2 114.1 111 3 103.9 96.9 65.0 68.4 83.0 74 4 83.3 82.3 72.3 74.5 Nov 43(3.0 443.0 439.0 425.0 388.0 345 0 359.0 373.0 368.0 385-0 373.0 365.0 .371.0 351.9 135 0 139.0 136.0 116.0 112.0 110. 0 114.0 110.0 110.0 100.0 94 0 92.0 Dec 395.0 389.0 359.0 331.0 326.0 329.0 334.0 339.0 351.0 359.0 348.0 343.0 364.0 133.2 119.8 '102.7 80 0 79.8 84.3 89.4 84.3 85.2 83.0 55.1 105.0 101.0 Jan 3S8.0 409 0 37.6.0 356 0 331.0 317 0 352.0 362.0 326.0 334.0 325.0 306.0 330.0 117.5 126.9 113.7 91 5 79.1 77.3 85.2 86.1 84.4 76.6 71.8 73.4 74.1 Feby.... 406.0 412.0 401.0 408.0 381 0 345.0 365.0 365.0 347.0 363.0 368.0 365 0 392.0 119.2 131 1 135 0 122.9 116.4 103.2 99.8 102.6 100.9 108.7 106.3 109.3- 115.1 4741 0 48')0.0 4693 0 4625.5 4318.0 4026.5 3069.5 3977.0 3885.0 4000.5 3916.0 3816.9 3905.5 1320 1 134(5 5 1279.3 1181.8 1069.0 907.3 790/3 814.0 793.7 809.1 837.7 834.5 821.8 Correc'n 95.2 93,5 92 1 77 6 67.1 53.0 42.2 43.6 45.8 49.0 49.8 49.5 46.1 Totals 1424.3 1445.0 1371.4 1259.4 1336.1 960.3 832.5 857.6 839.5 858. 1 887.5 884.0 867.9 Month. March April 1. 2. i 3. 4. 5. G. 7. 8. l 9. 10. 11. Totals. 8765.0 1777.4 10417.0 2648.5 9472.0 2035.6 7149.0 1242.7 6112.0 973.0 6702.0 1150.8 6591.0 1378.5 7934.0 1869.4 9303.0 2822.3 8557.0 2331.5 8474.0 2112.7 912.0.0 2646.2 354.5 64.9 414.5 95.1 334.5 75.4 269.0 . 36.0 220.0 27.3 232.0 26.0 263.0 44.1 316.0 72.4 372.0 102.0 37S.O 102.0 350,-; 78 4 405.0 117.1 344.0 54.9 410.0 89.7 324.5 68.8 278.5 29.0 215.5 27.0 220.5 30.0 265.5 45.0 309.0 69.2 388.0 107.0 377.0 104.5 354.0 76.7 396.0 107.9 89*9 329.5 65.6 275.5 27.4 211.0 18.9 243.5 37.2 249.5 43.4 307.0 66.1 412.0 102.0 372.0 103 0 334.0 76.6 419.0 106.5 347.0 56.9 410.5 87.6 347.5 77.5 261.5 20.4 203.0 18.0 273.0 42.2 255.0 61.4 284.0 55.0 408.0 96.0 352.0 91.6 325.0 70.0 397.0 95.2 433.0 53.3 404.0 84.8 353.5 78.8 269.0 35.0 218.0 21.9 259.0 31.0 254.0 45.2 265.0 45.7 408.0 95.0 330.0 85.9 339 0 70.0 384.0 92.3 331.0 64.8 429.5 92.6 356.0 76.5 281.0 63.0 227.0 27.7 275.0 36.0 261.0 52.8 288.0 57.3 416.0 108.0 358.0 99.9 348.0 83.8 383.0 97.8 363.5 75.1 453.5 120.2 389.5 89.6 353.5 76.0 247.5 37.3 239.0 44.0 266 0 49.8 273.0 47.5 416.0 126.0 338.0 83.0 335.0 95.7 384.0 112.1 383.5 74.0 410.0 124.8 397.0 104.8 322.5 80.0 258.0 37.1 269.0 48.0 258.0 53.9 312.0 66.9 424.0 129.0 340.0 94.1 365.0 96.2 373.0 112.7 410.0 85.1 488.5 139.4 409.5 102.4 310.0 63.0 2860 47.9 289.5 57.0 289.0 62.8 318.0 72.8 448.0 142.9 349.0 99.0 384.0 95.1 390.0 118.6 427.0 95.3 493.5 148.0 435.5 96.4 291.5 58.0 311.0 60.1 306.5 62.0 310.0 73.4 351.0 89.5 434.0 148.9 370.0 J15.2 389.0 111.5 382.0 115.5 388.0 84.4 475 0 150.8 410.0 89.4 297.0 51.0 319.5 64.0 298.0 60.4 301.0 75.1 349.0 90.4 438.0 145.6 380.0 110.5 374.0 100.5 348.0 100.0 May.. June ..... . . July ,. August Sept . . Oct Nov Dec Jan t Eeby , Correction*.. Totals 5908.5 840.7 50.8 388-2.5 809.7 47.1 3^13 0 792.3 44.1 3808.5 772.4 4-1.6 3916.5 738.9 40.2 3953.5 860.2 52.6 9128 4058.5 956.3 63.5 4112.0 1021.5 66.6 4371.5 1086.0 72.3 4501.0 1173.8 82.8 4377.5 1122.1 73.9 98905.0- 22988.0 891.5 856.8 836.4 814 0 '779.1 1019.8 1088.1 1158.3 1256 6 1196.0 24433.0 ^Approximate correction for water pumped during the time the tank was being emptied. 316 Irrigation and Drainage The total water pumped during the year by this windmill was enough to cover 79.1 acres 12 inches deep, thus showing an average daily rate of 2.6 acre-inches. The largest amount of water pumped on any single day was 39,540.2 cubic feet, or a rate for 24 hours of 27.46 cubic feet per min- ute. There were short times occasionally, however, when more water than this was pumped, but the capacity of the siphon was such as to cause it then to discharge continuously, and thus prevent a record be- ing made. Most of the water was lifted by two pumps, working singly or in combination. These were an Aermotor 14-inch reciprocat- ing pump, worked on a 9-inch stroke, repre- sented in Fig. 73, and a Seaman & Sclmske bucket pump, with 1 -gallon buckets, as represented in Fig. 74. When the wind was light the mill was given the bucket pump, when stronger the reciprocating pump, and when strongest both pumps at Fig. 74. Bucket irriga- the same time, and more work was ac- tion pump, complished in this way than would have been possible with any single pump. WATER PUMPED DURING 10-DAY PERIODS Since the availability of wrind power for irrigation is limited not so much by the total work of the year as by the water which may be pumped in times of special need, a clearer idea of the possibilities of wind power for irrigation can be gained by tabulating the work done during the year by 10 -day periods. This has been done in the table which follows, but first reducing the results to a lift of 10 feet instead of 12.85 feet, the height the water was actually raised : Wind Power for Irrigation 317 Table showing computed amount of water lifted 10 feet high during consecutive 10- day periods for one full year, expressed in acre-inches DATE Water pumped DATE Water pumped DATE Water pumped Feb 28-Mch 10 Acre-ill. 33 540 July 8-18 . Acre-in. 21 53 Nov 15-25 . . Acre-in. 52 77- Moli 10-20 36 620 July 18-28 29.73 Nov. 25-Dec. 5 47 46 Mch. 20-30 Meh 30- Apr 9 52.77 47 01 July 28-Aug. 7 . . Aug. 7-17 9.87 36.26 Dec. 5-15 Dec. 15-25 39.52 31.18 Apr. 9-19 54.11 Aug. 17-27 20.20 Dec. 25- Jan. 4. 51.22 Apr. 19-29 Apr 29- May 9 63.05 59 97 Aug. 27-Sept. 6.. Sept 6-] 6 21.27 18 00 Jan. 4-14 Jan 14-24 33.92 29 16 May 9-19 May 19-29 . . . 28.69 51.38 Sept. 16-26 Sept. 26-Oct. 6.. 40.42 23.79 Jan. 24- Feb. 3... Feb. 3-13 59.36 33.45 May 29-June 8 June 8-18 . . . 40.54 27 51) Oct. 6-16 Oct. 16-26 55.07 1845 Feb. 13-23 Feb. 23-28 75.73 16 20 June 18-28 June 28- July 8 13.82 26 68 Oct. 26-Nov. 5... Nov 5-15 3671 49 49 Keferring to the table, it will be seen that the smallest amount of water pumped in any 10 days was 9.87 acre-inches, this occurring between July 28 and August 7, at a time when most water is needed. In this period there were 7 full days when no water was pumped, all the water being raised during 3 days of the period. The mean amount of water pumped during the 100 days from May 29 to September 6 was 24.5 acre -inches per 10 days, and as this is the season in the United States when most water is needed for irrigation, the figure may be taken as representing the capacity of such a pumping system. That is to say, such a plant is able to supply 10 inches of water to 24.5 acres during 100 days when the lift is 10 feet, and to 12.25 acres where the lift is 20 feet. If the crop irrigated demands 20 inches of water in. 100 days, then the area which could be supplied under a 10-foot lift would be only 12.25 acres, and under a 20-foot lift only 6.12 acres. It must be understood, however, that these results are possible only under conditions of no loss between the pump and the land to which the water is applied. From theoretical considerations and the above data, it appears probable that for different sizes of wheels and for dif- ferent lifts, but under otherwise similar conditions, areas may be irrigated as given in the table below. 318 Irrigation and Drainage Number of acres a first-class windmill may irrigate to a depth of 10 inches and 20 inches in 100 days Lift 10 feet Lift 15 feet Lift 20 feet Diam. of 10 ins. per 20 ins. per 10 ins. per 20 ins. per 10 ins. per 20 ins. per wheel 100 days 100 days 100 days 100 days 100 days 100 days 8.5 ft. 2.40 1.20 1.60 .80 1.20 .60 10 ft. 7.58 3.79 5.06 2.53 3.79 1.90 12 ft. 13.61 6.81 9.08 4.54 6.81 3.40 14 ft. " 17.44 8.77 11.70 5.85 8.77 4.39 16 ft. 24.50 12.25 16.34 8.17 12.25 6.13 In computing this table for other sizes of wheels, we have used the ratios calculated by Wolff ; * but as our observed work is about 12 per cent less for the 16 -foot wheel than he com- putes for this size, the values in the table are correspondingly lower than his table would give. It is the writer's conviction, however, that the results he has observed for the 16 -foot wheel are quite as high as will be likely to be realized by average practice with the pumping devices of to-day. NECESSARY CONDITIONS FOR THE HIGHEST SERVICE WITH A WINDMILL In order that the largest service may be secured from a windmill, there are certain essential conditions which must be observed. First among these is a good wind exposure. It is useless to purchase a windmill and then set it up in such a manner that the wind cannot have free access to it. Strong towers, having a height of 70 to 90 feet, should usually be used, and these placed where hills, groves or other obstructions cannot break the jforce of the wind. Second in importance to a good exposure of the mill is a pumping outfit thoroughly adapted to the power of the mill. It should not be so heavy as to force the mill to stand idle in winds of 9 miles per hour, and yet it should be capable of utilizing the full power developed in a 25- to 30 -mile wind. *A. R. Wolff, the Windmill as a Prime Mover. Wind Power for Irrigation 319 If reciprocating pumps are used, the strokes should be made as long as possible and the number not higher than 20 to 25 per minute, to avoid loss of energy in pounding. Suction and discharge pipes should, as a rule, be as large as the cylinder, and where water is to be raised above the surface, this should be done by carrying the discharge pipe up into the tower to the necessary height to avoid the use of stuffing boxes. The large wooden plunger rods, which displace one-half the volume of the water raised with each stroke, are in the direction of economy in making the pump in a measure double-acting. If a screen must be used over the end of the suction pipe, it should be given large capacity, and be carefully watched, to see that it does not become clogged. All valves should have large ports, easy action, and be tight fitting, so that every stroke, whether slow or quick, shall discharge the full capacity of the cylinder. There should be two pumps of different capacities, so arranged that either may be used alone, or the two used at once, thus providing three loads, to be applied when the wind is light, medium or strong. This can readily be arranged by attaching the lighter pump directly to the mill and the larger one to a walking-beam ; or both may be attached to a walking-beam, one end of which is carried by the driving rod of the mill. The geared windmills may readily be made to work a pump of the bucket type, Fig. 74, and if the buckets can be provided with valves which do not leak, a pump of large size may be used, speeded back so as to be driven by the mill in the lighter winds, and with increasing speed in the higher winds, without reaching the limit at which the buckets fail to empty. But as the power of the mill increases more rapidly than the velocity of the wind, what is needed is a device which is capable of increasing the load more rapidly also. Attaching an additional pump secures this end, but the objection to the plan is that it is not automatic, and much service must be lost by the mill being either too heavily or too lightly loaded until an attendant can make the change. Still, this plan is worth following until something better can be had. 320 Irrigation and Drainage THE USE OF RESERVOIRS To employ wind power for irrigation to the best advantage, a reservoir is required in most cases. There are localities on the seashore where nearly every day a sufficient breeze springs up to drive the windmill, and in such cases, if the supply of water is large, the lift small, and the demand for water moder- erate, the ground for many crops may be, laid out in such a manner that a system of rotation may be followed, and the reservoir dispensed with ; but in such cases the time -and attention required for the distribution of the water will usually be greater than where a reservoir is used. The reservoir should be placed where it is high enough to serve all the ground to which it is desired to supply water, but it is very important to keep it just as. low as possible, because since the economic lift of the mill is only 10 to 25 feet, every foot saved on the height of the lift into the reservoir is a large percentage gained in efficiency. The elevated wooden tanks, placed on towers far above the ground to be irrigated, are very expensive in themselves, and greatly reduce the area which a windmill can irrigate. In constructing a reservoir where soil and subsoil are reasonably fine and close, the first step is to remove from the area all rubbish and coarse litter that may interfere with the close packing of the soil. The land upon which the walls of the reservoir are to be built is then plowed, leaving a dead furrow in the center, which may be filled with water until the whole area is thoroughly saturated. When the water has drained away sufficiently to permit of teams driving over the ground, the soil should be thoroughly trampled and puddled, after which dirt from the bottom of the reservoir may be scraped on and trampled with the teams continuously and thoroughly. It is recommended as an excellent plan to maintain the sides of the walls higher than the center, but all portions nearly enough horizontal, so that water may be pumped into the furrow at night, to help in settling the materials more closely and render the puddling more complete. The Use of Reservoirs 321 After the walls have been raised to the proper height, the bottom of the reservoir is plowed, harrowed fine, and the whole flooded with water, if practicable, to better fit the soil for puddling. In case the soil is at first too open for flooding . all at once, the water may be led in furrows close together, filling as many at a time as the capacity of the pump will permit, turning the water into others when a sufficient saturation has been reached. When the bottom of the reservoir has been thoroughly puddled over the whole area and continuous with the puddled bottom and sides of the walls, there will usually be but little loss, from seepage. The sluice for taking out water for irrigation should be laid in the wall at the level of the ditch outside which carries the water to the fields or garden, but at some distance above the bottom inside, so that the water may not be entirely withdrawn and permit the sun to dry the soil, thus destroying the effect of puddling. In cold climates, it is also important to retain enough water in the reservoir to prevent the bottom from freezing, as this may destroy the effect of puddling. The sluice should project entirely through the walls on both sides, and be provided with a suitable gate or valve for closing and opening it, either fully or only in part, according to the amount of water needed, and the dimensions should be such as to permit more water to be taken out than is likely to be needed. The most thoroughly satisfactory and permanent outlet for a reservoir can be provided by using wrought iron pipe of suit- able size, provided with an elbow at the inside, which opens upward. This may be closed by means of a plug worked by a T lever or handle, keeping the threads well protected with cylinder or wagon grease, to prevent rusting in. Oftener the sluice is made of 2 -inch plank, tightly put together and provided with a gate, as represented in Fig. 75*. In other cases, the mouth of the sluice is cut off obliquely, and a gate is hinged to the upper side and provided with a handle reaching above water, to which a cord is attached for opening *From Bulletin No. 55, Kansas Agr. Exp. Station. U 322 Irrigation and Drainage the gate by simply pulling upon it. This is very simple and easily operated. In placing the sluice in the wall of the reser- voir, great care is needed to get the dirt thoroughly tamped and puddled about it, so that water shall not follow its sides and develop a leak. To prevent injury from waves, the walls of the reservoir should be sloping and not steeper inside than a rise of 1 in 2. Fig. 75. Sluice and gate for reservoir. (Kansas Asrr. Exp. Station.) At the outlet ditch there should be provided an overflow weir sufficiently below the top of the wall to prevent wave action from starting a cut in the top by breaking over. A reservoir, completed and filled with water, is represented in Fig. 76, but where these are made circular in form there must be less seepage through the banks in proportion to the amount of water stored, because less wall is required to enclose a given area when this is circular. The Use of Reservoirs 323 The amount of seepage from reservoirs must vary with the character of the soil, but Carpenter cites a case where the loss from this cause did not exceed 2 feet for a, whole year, and this is satisfactorily small. Where the soil is very open and sandy, it may be necessary to haul on clay or fine soil to use in puddling, or the reservoir may require covering with coal tar, asphalt or cement. These Fig. 76. Rectangular reservoir for windmill irrigation. materials, however, are expensive, and usually not within the reach of small irrigators. The loss of water from a reservoir by evaporation in dry, windy climates is much larger than the necessary seepage, and this can only be lessened by planting windbreaks about the reservoir. A circular reservoir 4 feet deep and 40 feet in diameter will supply .35 acres with 4 inches, and .69 acres with 2 inches of water. One, 100 feet in diameter and 4 feet deep will irrigate 4.32 acres with 2 inches of water and 2.16 acres with 4 inches, while a reservoir 209 feet on a side and 4 feet deep will supply water enough to irrigate 12 acres with 4 inches of water, 16 acres with 3 inches, and 24 acres with 2 inches. 324 Irrigation and Drainage PUMPING WATER WITH ENGINES The amount of water which was pumped by a 16 -foot geared windmill with a lift of 12.85 feet has been given as 79.1 acre- feet as the work of a year. A 2/^ horse -power Webster gas engine was used on the same pumps with which the windmill did most of its work, and with the same lift, to see what amount of water could be supplied by such a power. During a 6 -hours' run the engine lifted 13,202.2 cubic feet 12.85 feet high, with a consumption of 458 cubic feet of gas costing $1.25 per thousand, or at a rate of 95.4 cents per day of 10 hours. At this rate of pumping and cost for fuel, the engine could supply in 100 days 50.67 acres with 12 inches of water at a cost for fuel of $95.40 or $1.88 per acre for the season, and $3.76 where 24 acre -inches of water is applied. On our own -place the same make and size of engine as that used above, and represented in Fig. 77, but using gasoline at 9 cents per gallon for fuel, and lifting the water against a head of 50 feet with a double-acting pump, discharging 75 gallons per minute, the cost for a 96 -hours' run (was $4.95. The water pumped in this time was 432,000 gallons at the rate of $1 for 3.214 acre-inches. In 100 days of 10 hours this plant would lift, under its conditions, 601,605 cubic feet of water, or 13.81 acre-feet, at a cost for fuel of $51.56, thus making the experse $3.73 for 12 inches in depth of water per acre, and $7.46 for 24 inches. Fig. 77. Webster 2% horse-power vertical gasoline engine. Fig. 78. Persian wheel for lifting water. (Wilson, U. S. Geol. Survey.) Fig. 79. Bucket pump for use with horse power. (Wilson, U. S. Geol. Survey.) 326 Irrigation and Drainage Such a pumping plant as this would easily irrigate 10 acres 12 inches deep and 5 acres 24 inches deep without the aid of a reservoir, and with the aid of a reservoir the area could be made 15 acres or 7.5 acres, according to amount of water used. For the field irrigation on the Wisconsin Agricultural Experi- ment Station farm, we have used an 8 -horse -power portable steam engine driving a No. 4 centrifugal pump. Soft coal at $4 per ton has been used for fuel, and with a lift of 26 feet, drawing the water through 110 feet of 6-inch suction pipe and discharging it through varying lengths of the same pipe up to 1,200 feet, the coal consumed has been at the rate of one ton for an average of 80,210 cubic feet, or 22.1 acre-inches. At the above rate the fuel cost of an acre -inch of water is 18.1 cents, making 12 inches of water amount to $2.17 per acre, and 24 inches $4.34 as the cost for fuel. Willcocks states that taking the mean of some 60 observa- tions carefully made in the delta and Upper Egypt, the actual discharge obtained for a 4-meter lift is 480 cubic meters per horse -power per 12 hours, taking the 8 -horse -power engine as the standard, and he italicizes this statement : ^A discharge of 480 cubic meters per nominal horse -power per 12 hours is the mean in Egypt." He also estimates the cost of working a 10 -horse-power engine in the interior of Egypt as follows : £ $ Driver and stoker, per day 15 .73 Oil, etc., per day 05 .24 Coal, away from canals per day 1.00 4.84 3^3 of 10 per cent per annum on cost of engine, for depreciation, repairs, etc 10 .48 Total £1.30 $6.29 The amount of water pumped by the 10 -horse -power engine to a height of 13.12 feet is 3.891 acre -feet, which from the above table makes the cost per acre -foot $1.62 where the ground is covered to a depth of 12 inches, and $3.24 per acre where the depth is made 24 inches. Methods of Pumping \M 327 J Fig. 80. Shadoof of Egypt, or Paecottah of India. (Wilson, U. S. Geol. Survey.) Taking an average 8 -hour day for pumping, the above pumping plant should irrigate during a 100 -day season 259.4 acres to a depth of 12 inches and 129.7 acres to a depth of 24 inches, at a total cost for pumping of $420.23. 328 Irrigation and Drainage THE USE OF ANIMAL POWER FOR LIFTING WATER FOR IRRIGATION Many and very old are some of the devices invented to utilize both human strength and that of cattle and horses. Fig. 78 represents the Persian wheel, very extensively used in Asia Micor and in Egypt for lifting water, two cattle raising as much as 2,000 cubic feet per day on low lifts. A more Fig. 81. Boon of India. (Wilson, U. S. Geol. Survey.) modern device is represented in Fig. 79, where one horse may elevate through a height of 20 feet 500 cubic feet of water per hour and 5,000 per day of 10 hours, or a rate which, if followed for 100 days, would give more than 11 acres 12 inches of water in depth. Much land is irrigated in India, Asia Minor and Egypt, where the water is lifted by man -power, and Figs. 80 and 81 show two of the forms of lifting devices upon which men are worked. Two men, working alternately, are said to irrigate an acre in 3 days with the shadoof, lifting the water about 4 to 6 feet. CHAPTER X METHODS OF APPLYING WATER IN IRRIGATION WHEN water has been provided for irrigation and brought to the field where it is to be applied, the steps which still remain to be taken are far the most important of any in the whole enterprise, not except- ing those of engineering, however great, which may have been necessary in providing a water supply which shall be constant, ample and moderate in cost ; for failure in the application of water to the crop means utter ruin for all that has gone before. To handle water on a given field so that it shall be applied at the right time, in the right amount, without unnecessarily washing or puddling the soil or injuring the crop, requires an intimate acquaintance with the conditions, good judgment, close observation, skillful manipulation, and patience, after the field has been put into excellent shape ; and right here is where a thorough understanding of the principles governing the wetting, puddling and washing of soils, and possible injury to crops as a result of irrigation, becomes a matter of the greatest moment. There is great need of more exact scientific knowledge than we now have to guide the irrigator in his handling of water. (329) 330 Irrigation and Drainage PRINCIPLES GOVERNING THE WETTING OF SOILS When water is applied to a soil which becomes more open in texture and coarser grained as the depth below the surface increases, it will travel downward in nearly straight lines, and will spread laterally but very little except by the relatively slow process of capillarity. This fact is forcibly illustrated in Fig. 82, where the experiment consisted in maintaining the level of the water in a hole at the place designated by the arrow until 200 cubic feet had percolated into the soil. The heavily shaded area in the figure shows the mass of soil completely filled with water on the two dates, October 15 and 17, while the water was running. It will be seen that although the hole was kept full and the water-level within 8 inches of the surface, the water did not spread sideways more than 2.5 feet until below a depth of 11 feet. If we imagine this to represent a cross -section of the soil under a water -furrow extending across a field, it will be readily seen how much water would be lost by rapid percolation directly downward, and how little, even after a long time, would have spread laterally to wet the field. To irrigate such soils satis- factorily and economically, the water must be spread over the whole surface, or be led in furrows which are near together across the field, so that the soil between the furrows may quickly become wet. While the water is in the furrows, it will travel sideways by capillarity fastest in those soils which are coarsest, for the same reason that it flows downward Principles of Wetting Soil 331 fastest ; namely, because the pores are largest and offer less resistance to the flow. The truth of this statement will be readily apprehended by studying Fig. 83, which shows how greatly the diameter of the Fig. 82. Slow rate of lateral spread of water in soil. waterways in a soil is modified by the size and ar- rangement of the soil grains. This being true, it is plain that water should be moved most rapidly over the coarsest soils, in order that unnecessary waste by deep percolation may not take place. 332 Irrigation and Drainage If a soil decreases in fineness of texture as the depth increases, then there may be a considerable lateral spreading of the water due to gravity, and Fig. 83. Size and arrangement of soil grains as influencing pore space and capillary waterways. this, aided by capillarity, will permit the furrows to be placed farther apart and the water to be run more slowly over the ground. Where a fine, loamy soil is underlaid at 3 to 5 feet with a subsoil of much finer texture, through which the water percolates slowly, then water may be led quite rapidly through furrows some distance apart and considerable quantities applied at once, depending upon it to spread laterally by gravity, and to rise by capillarity under the spaces between the furrows, in this way wetting the larger part of the soil of the Principles of Wetting Soil 333 field by a sort of sub -irrigation, which "should be utilized to the fullest extent possible, for then the intervals between irrigations may be longest and the duty of water will be highest. If the soil is allowed to become very dry before watering, especially if the texture is close and the grains fine, water will percolate downward less rapidly, and it will move sideways and rise under the influence of capillarity "more slowly, because the air of the soil must be displaced ahead of the water. A fine soil, flooded under these conditions, will take water very slowly, because the surface pores be- come filled with water, which is retained with so much force that air bubbles cannot readily rise through it, and the conditions are similar to a jug filled with air bottom upwards under water, — the one cannot escape nor the other enter. Such soils, therefore, which must be flooded should not be allowed to reach this dry condition. The case is not so bad when furrow -irrigation is practiced, because the water pres- sure in the furrow may displace the air laterally where it can escape upward between the furrows unhindered by the water. On the other hand, there are conditions when it is desirable to take advantage of this hindrance of air to percolation. Where a clover, alfalfa, grass or grain field must be watered by flooding, and where the head of water is small, the fall slight, and the distances the water must be led long, the spreading will be much more rapid and better when the surface soil has become dry. Indeed we have repeatedly tried to 334 Irrigation and Drainage water a certain piece of land when the surface soil was yet quite moist, and found it impossible to do so with the available head, because the water would sink into the ground faster than it could be supplied ; but by letting the soil become dryer the same head spread the water easily over the whole area, wetting it evenly, though there was greater hindrance from the clover having become thicker and larger. In furrow irrigation, the same principle may be taken advantage of in cases where the rows are long and the head of water too small, though not to the same extent ; but the difference is sufficiently pro- nounced to be sometimes quite helpful in open soils. PRINCIPLES GOVERNING THE PUDDLING OF SOILS A puddled soil is one in which the compound soil kernels or crumbs have been broken down more or less completely into separate grains and run together into a closely compacted mass. Such a soil may hold its pores between the grains so completely filled with water until lost by evaporation that little free air is present except that absorbed in the water itself. In such a soil roots quickly suffer for lack of air, the process of nitrification cannot go on, and, what is even worse, the nitrates already present in the soil when the puddling occurred may be rapidly lost by the process of denitrification. The water -logging of a soil has the same dis- astrous effects regarding the roots of plants and on the processes of nitrification and denitrification. Both The Puddling of Soils 335 conditions should, therefore, be studiously avoided by every irrigator. If soils to be irrigated contain black alkali, and this has been permitted to accumulate at the surface during the interval between waterings, it is evident that the flooding of such soils will redissolve the alkali, and as this, in solution, tends of itself to pro- duce puddling, it is evident that the irrigation of such lands should always be done with the greatest care, in order not to complicate the difficulties of the crop by adding that of a puddled soil to the dele- terious action of the carbonate of soda. It is extremely difficult to completely submerge a recently stirred soil of any kind without breaking down the crumb structure so essential to perfect tilth, and all are familiar with the fact that there is no way to so effectually compact loose soil in a trench as to completely fill it with water. It is, therefore, plain that soils should be watered before plowing and fitting, when the running together cannot take place, rather than after the ground is seeded. Indeed, water enough should always be present in a soil at seeding time, not only to germinate the crop, but to carry it well on in growth, so that if baking of the soil must take place, less harm will be done. There are few soils which it would be safe to flood just after a crop like oats, wheat or barley is up, for fear of packing the soil and seriously injuring the crop. When the plants have attained some size, when the soil has gained in firmness by the natural pro- cesses of settling, and when the roots have spread 336 Irrigation and Drainage and occupied the soil, the shading, the firming and the root binding all conspire to prevent puddliug and baking, so that flooding may then be practiced with less danger of harm ; and so grass lands, alfalfa and clover may always be flooded with little danger of injuring the texture of t'he soil, because the exten- sive root systems prevent it. When water is applied in furrows without wash- ing, so that it rises and spreads through the soil between the furrows by capillarity, it then has the opposite effect from puddling, and tends rather to improve the texture by drawing the loosened soil grains together into clusters by an action of surface tension like that which rolls drops of water into spheres on a dusty floor. As the soil crumbs become satu- rated with capillary water the loose dust particles which have been formed in tilling are drawn to them and bound closely by the pull of the surface film ; but so soon as the whole soil becomes immersed in water, as in the case of flooding, and as happens in the bottoms of the furrows, there is then no surface tension, and the soil grains fall apart under the water of their own weight, and compacting and puddling are the results. It follows, therefore, that all crops where the ground is not covered by them, and where cultivation is resorted to to prevent loss of water by evaporation, should so far as practicable be irrigated by the fur- row method ; and since the bottoms of the furrows must be subjected to the conditions which puddle, it follows that the furrows should always be as far apart as other conditions will permit. The Washing of Soils 337 PRINCIPLES GOVERNING THE WASHING OF SOILS One of the commonest mistakes of beginners in irrigation is the use of too large volumes of water in a place and hurrying it over the ground too rapidly. It must be kept ever in mind, in all sorts of irrigation, that the eroding and transporting power of water increases with the velocity with which it moves, but in a higher ratio ; to double the rate at which water moves in a furrow or over the surface, increases its power to wash and carry the soil for- ward nearly fourfold. In good irrigation, the water is forced to move so gently that it runs nearly or quite clear and with- out washing the sides or bottom of the furrows, and if one does not succeed in securing flows without washing, the only conclusion which should be drawn is that the right way has not yet been learned, not that it cannot be done. Naturally, the steeper the slope of the furrows the faster the water tends to run. So, too, when the slope remains the same, the larger the volume of water in the furrow the faster the water will flow, and these two principles give the irrigator nearly complete con- trol of the situation. If the ground is flat and the water moves too slowly, increase the amount in the furrow, and if there is not water enough to do this, decrease the number of furrows handled at one time. If the water runs too fast and washes, divide up the stream, lead- ing it into more furrows until the movement comes 338 Irrigation and Drainage to be the rate which does not wash or erode. We have seen orchards in the foothills of California irri- gated by carrying the water in furrows down the hill where the slopes were too great to readily plow with a team and yet it was done with such skill that no appreciable wash was produced, neither did any water run to waste. Everything was adjusted w^ith such nicety that by the time the streams had reached the ends of the furrows the whole of the water had been absorbed by the soil. The 30 acres referred to were owned and managed by a Swede, and when he was asked if he did not find it difficult to handle the water so as not to wash his soil and waste the water on these steep hills, with no grading or terracing, the reply was : " Easy now ; but was very hard when I didn't know." The most essential point in the distribution of water is to have the furrows on a nearly uniform slope, so that the velocity of flow will be closely uniform through their entire length. If the same grade cannot be secured throughout, it is better to change from a steeper slope to one more flat than the reverse, because then the reduction in velocity will be partly made up by a greater depth of water in the furrow on the flatter reaches. FIELD IRRIGATION BY FLOODING When large areas of land are to be irrigated in single blocks, there is no method of applying water which is so economical of labor and of time as the 340 Irrigation and Drainage systems of flooding, whenever it is possible to estab- lish and maintain the best conditions for them, and there is no other system which permits of so uni- form a wetting of the surface. There are two fundamentally different systems of flooding. One covers the surface of a field with a thin sheet of running water, maintained until the desired saturation has been reached ; the other covers the surface with a sheet of standing water, which is allowed to remain until the soil has absorbed enough, when the balance is drawn off ; or, simply as much water as is desired is placed upon the land, and this remains on the surface until it is absorbed. The two systems are used most for crops like the small grains, grasses and clovers, which closely cover the ground, and where intertillage is not practiced. They are also used extensively where fields for any crop must be moistened preparatory to plowing and seeding. Flooding by running water is practiced with great nicety and thoroughness on large fields of 40, 80 and even 160 acres in the old Union Colony at Greeley, Colorado. Here, usually, the natural slope of the country is good, and a distributing ditch is carried along the highest edge of a field to be irrigated. When the time for watering has arrived, the field is divided into lands of 60 to 120 feet by parallel fur- rows, made by using a wide V-shaped plow, throwing the earth both ways, thus forming distributing fur- rows, represented in Fig. 84, about 30 inches wide at the top. These furrows are made rapidly with a 3- or 4 -horse team, and when a crop of grain is ready Field Irrigation by Flooding 341 to cut, a common plow is driven up one side and down the other of the furrow, thus filling it and leaving the field in shape to be driven over with the harvesting machine. The ridge of earth on each side of the distributing furrow serves the purpose of Fig. 85. Canvas dam taken up. borders to the lands, which prevent the return of the water to the furrows after it has been thrown out by the darn, shown at the point where the man stands in the cut. This dam is simply a piece of canvas tacked by one edge to a strip of wood 2x4 inches in thick- ness and 6 or 8 feet long, as seen in Fig. 85. 342 Irrigation and Drainage When in use, it is laid in the furrow with the canvas up stream and the free edge loaded with earth to hold it down, when it effectually holds back the water and throws it out upon the strip to be watered. Water is turned into one, two, three or more of these distributing furrows from the head ditch, according to the amount available, and when the lands have become sufficiently wet as far below the canvas dams as the water will readily flow through the grain or grass, these are picked up and moved farther down and the stream again turned out. Water is thus led over successive lands until the whole field has been irrigated easily, rapidly, cheaply and, at the same time, well. Where crops are grown in short rotation on a large scale, as they are at Greeley, wheat, alfalfa or clover and potatoes following one another in regular order, it is doubtful if a better or more satisfactory system of irrigation can be devised than the one described. If the slopes of the field are steep, and especially if they incline in various directions, then the small grains and grasses may sometimes be irrigated better by the method represented in Fig. 86, where water - furrows are thrown across the surface of the slope nearly along contour lines, giving them only so much fall as is needed to lead the water forward. These furrows for grain fields, where they are tem- porary, would be best formed with the ordinary plow, at the time of seeding, and the upturned earth smoothed down, so that it may become set before the Field Irrigation ~by Flooding 343 water must be led across it. Where help is scarce and the price of the crop small, it is often the prac- tice to enter the field with the plow just before the water is to be applied, and form the furrows then. In watering by this method, the aim is to throw •4, Fig. 86. Flooding field on steep slopes. (drunsky.) the water over the lower edge of the furrow in a continuous sheet or else at short intervals, to flow down the slope until the portion of the field within reach has received what is needed. To do this, canvas dams or temporary earth dams are used, as 344 Irrigation and Drainage described above ; then, when the water is to be carried forward, the dams are also shifted. As represented in the figure, water may be carried directly down the slope across a series of secondary furrows, as at C, D, D, D, and the main supply fur- rows may be set one below another at such intervals as the extent of the fields and the slope of the surface may demand. In the figure, a second water furrow is marked "supply and drain ditch," but if the best work is done in handling the water, there should be no surplus to drain away. When slopes like those under consideration are in permanent meadows or pastures, or if they are in meadows for three or more years, it will be best usually to give more time to shaping the furrows, so that washing will not occur when less attention is given, and so that the mower and horse rake may readily work over and across them. In European countries, where so much labor is done by hand, little attention has been paid to developing systems of applying water to fields which will readily permit of the use of machinery, as must be the case in this country, at least for a long time to come. Where grain fields are not very long, and where the slope is gentle and uniform, the water may be distributed from a single head ditch by simply mark- ing the field, after it has been sowed, with a tool like the corn -marker, but having runners close enough to give shallow furrows every 15 or 20 inches. These shallow furrows lead the water forward in par- Field Irrigation by Hooding 345 allel lines from which the lateral spread may be, to a large extent, by capillary creeping, and they guide the flow past minor inequalities, preventing the water from becoming concentrated so as to do injury through increase in volume and velocity and from running around areas, leaving them dry. This mark- ing is so rapidly and cheaply done, and obstructs the surface so little, that it is to be highly recom- mended where applicable. A corrugated roller might be used instead of the sliding marker to form the water lines, but this would have no tendency to throw the kernels of grain to one side, and the channels would be more obstructed by the plants. Neither could so great a depth be secured, especially on heavy soils not deeply and recently worked. In the second flooding system, where the water is made to stand over the whole surface to any desired depth, the fields must be laid out in areas bounded by ridges or low levees, which check the flow of water and hold it as in a wide and extremely shallow reservoir. The size of the checks in which a field is laid out will be determined by its general slope, by the head of water available, and by the height of the levees or check ridges. It is desirable, for meadow and grain irrigation, to make the checks as large as practicable and at the same time to keep the ridges so low as not to interfere with the movement of farm machinery over the field. If the slope of the field is 6 inches in 200 feet, 346 Irrigation and Drainage and it is desired to place the upper edge of each check under 2 inches of water, it would be neces- sary to construct the levees, for checks 200 feet square, about 10 or 12 inches high, because the water would be 8 inches deep on the lower edge when the surface was covered 2 inches at the higher side, and a margin of 2 to 4 inches is needed for safety against the water breaking across over slight depres- sions or against wave action. If the fields are to be used continuously for mead- ows, pastures, alfalfa, or either of these, in rotation with small grains or similar crops which may be best irrigated by flooding, it will usually be desirable to make the check ridges broad and flat, so that mowers and harvesters and even plows may readily move over them. They thus become permanent features of the field. If a 20-, 40- or 80-acre field is to be laid off in regular checks, this would probably be most rapidly and cheaply done by a system of plowing in repeated back -furrows until the desired height of ridges is reached. The sizes of the checks would first be deter- mined, and then all the ridges extending in one direction formed, first at the distance apart found desirable, after which the field would be crossed in the other direction, forming in the same manner the other sides of the checks. In cases where a single plowing does not give sufficient height to the ridges, and in countries where the rainfall is sufficient to permit moderate crops to be grown without irrigation, the labor of fitting the ground in this way may be made a part Field Irrigation by Flooding 347 of the regular plowing for the crops, and permitted to extend through a number of years, thus making the expense of fitting the ground for irrigation mainly that of fitting the land for crops. By this plan the field would be plowed in lands in one direc- tion, with the back furrows always in the same place, until the desired height is attained ; then these back furrowrs would be crossed to form the other sides of the checks, plowing in the same manner. In case the checks are large, the land between the ridges may be subdivided and plowed iji the ordinary way, letting the back furrows and dead furrows alternate in position with the seasons, in the usual manner. There will be some finishing work required, especially where the check ridges cross one another. It is not, of course, necessary that the flooding checks shall be square. If the field has a consider- able fall in one direction and little or none in the other, the checks may be made much longer in the nearly level direction, and thus reduce the labor and inequalities in the field. In cases where the slopes are more or less undu- lating, the check ridges which are horizontal will necessarily follow the course of contour lines, and may neither cross the others at right angles nor be parallel with one another, but they may still be formed in the same manner. When it comes to flooding, the water may be taken from the head distributary and sent down first one tier of checks and then another, dropping the 348 Irrigation and Drainage water from the first into the second and the second into the third, over one or more breaks or weirs in the dividing1 check ridges. If, however, the checks are large or very many, this plan will be unneces- sarily wasteful of water, and a better plan is to take the water down the crest between two lines of checks in a secondary furrow. From this furrow the water may be turned into the check on one side and then on the other, flooding by pairs down the whole line. In the San Joaquin valley of California, in Kern county, there is laid out one of the largest flooding systems in the world. Here are more than 30,000 acres of alfalfa in a single solid block. The slope of the country ranges from 5 feet to the mile to less than 2. Large volumes of water are at the command of the company, — 30 cubic feet per second, — and so the checks-, laid out with their level ridges on contour lines, have various sizes and many shapes. The largest checks contain 200 acres, while the average is about 40. The ridges are 12 to 20 inches high, with a maximum width at the base of 12 to 18 feet, broadly rounded, and all covered with the growing alfalfa. Where the period of rotation is short, and where crops not suited to flooding are used in the rotation, then narrower and temporary check ridges would be formed for the crops to be watered in this way. The smallest ridges may be rapidly made on recently plowed fields by using a V-shaped ridging scraper drawn by horses, with the open side forward. The spreading wings throw the loose earth into the angle, A f <' / \ / ' It r p? /''l ^ x i f / 1 1 /' :- ,*'* \ y -/- / /' / ! * i -ii C/ee <> f -.r-^v;v^v:^i^.^.- sfcream led along an alley Fig. 114. Diagram of section of rows between two Sets . As the and furrows in Fig. 113. -, ^ plants become larger the ridges are gradually cut down to hill the plants, and thus form water furrows in their stead. This is one Garden Irrigation 387 method, as practiced by the Italian gardeners, both in their native country and on the sandy lands at Ocean View, south of San Francisco. In Fig. 116 is shown another cabbage field recently transplanted by the Chinese gardeners at San Ber- nardino, Cal. In this case the field is quickly and roughly -ridged and then the large plants hastily set low down in one side of the ridge. After irrigation, and when the water has settled away so as to permit working, a little soil from the ridge is pulled about the plants, as seen in the cut. In time the whole ridge has been pulled over, leaving the plants stand- ing in the. center of the crest. The French about Paris throw their fields into broad double ridges, wide enough to carry two rows Fig. 115, Basin flooding of cabbage in garden of sandy soil. 388 Irrigation and Drainage of vegetables 24 inches apart, and these are sepa- rated by furrows a foot wide and 6 inches deep, through which water is led for irrigation, and Fig. 117 is a plan of a section of the upper end of a cab- bage field as laid out on the valley sands of the river Seine, just outside the city walls. Fig. 116. Chinese method of irrigating cabbage, San Bernardino, California. Melons and cucumbers are planted upon still broader beds, 6 to 8 feet wide, separated by water furrows, as represented in Fig. 118, the hills being planted near each margin of the bed and the vines trained away from the furrows. At Rocky Ford, Colorado, where melons are raised Garden Irrigation 389 on a large scale, fields are furrowed every 6 feet with a double shovel plow. The seeds are planted in the edge of the ridge away from the furrows, and the soil watered through the furrow only, by lateral capillary flow, great care being taken to avoid flood- ing the surface. Cultivation follows each irrigation after the plants are up until the vines become too large, but watering must be kept up about once in ten days until the crop is mature. Fig. 117. Diagram of cabbage irrigation at Gennevilliers, near Paris. Another system of irrigating gardens is repre- sented in Fig. 119, where the rows are hilled, leav- ing shallow furrows between them, but arranged so that a stream of water can be led across the ends and turned into them one by one. The water is led to the lower rows down the middle furrow, and with a broad irrigating hoe, having a blade 12 inches 390 Irrigation and Drainage |Fig. 118. Irrigation of melons and cucumbers by Chinese at San Bernardino. long and 10 inches deep, the soil at 1 is quickly turned over to 2, to form a dam in the stream, thus allowing the water to flow between the two lower rows until that furrow has been filled to a sufficient height. The soil from 3 is then turned over to 1, thus closing 1 and allowing the water to enter 3. When 3 is full the soil from 4 is brought back to 5, which turns the stream in there. When 4 has received enough, the water is turned into 6 by moving the soil from there to 4. In this manner the irrigator advances from row to row until both sides of the whole bed have been watered. In other cases, small or large areas of garden plants are enclosed in small, shallow basins by throw- Garden Irrigation 391 ing up minute dyke -like ridges not more than 6 inches wide and 4 high. These basins may be arranged in a single or double chain, and the water led down one side or between them. In this case, again, the watering would usually begin at the lower end, and with the hoe a section of the border of a basin would be drawn out to act as a dam across the stream, as shown in Fig. 120. The soil from 1 Fig. 119. Plan of furrow garden flooding by successive rows. and 2 would be drawn around to 3, thus turning the water into both beds. When these were watered, the soil from 4 and 5 would be drawn around to 6, and the next two beds irrigated. In this manner the gardener advances rapidly from bed to bed with but little trouble and labor. THE IRRIGATION OF LAWNS AND PARKS It should ever be kept in mind, where shrubbery, trees and grass are grown together, as is so com- 392 Irrigation and Drainage monly the practice in humid climates, that two crops are being grown at the same time upon the land, and that under these conditions more water is demanded. The roots of shrubs and trees are more deeply placed in the subsoil than are most of those which feed the lawn grass, and hence all rains too light to over- saturate the surface 6 inches are practically secured by the grass, and since to maintain a good lawn Fig. 120. Plan of basin flooding in garden irrigation. requires more water than ordinarily falls as rain, even in quite humid climates, it follows that in all public parks, cemeteries and ornamental grounds about homes, there should be provided an abundant supply of water for thorough irrigation. In watering lawns and parks, so much water is demanded that it ought usually to be applied by some flooding system rather than by spraying, as Lawn and Park Irrigation 393 is so commonly the practice. The truth of this statement will be readily appreciated when it is observed that in order to saturate good lawns suffi- ciently to force any water down where it will become available to the roots of trees and shrubbery, the ground must receive not less than 2 to 3 inches in depth of water. But to apply this amount with spraying nozzles is impracticable. If public parks and cemeteries were more gen- erally laid out with a view to thorough irrigation as a part of their proper care all through the cen- tral and eastern United States, not only would the growth of shrubbery and trees be far more luxuriant and satisfactory, but dry seasons would not destroy the many beautiful trees which so often succumb to drought just in their prime. Wherever a good well can be had with abundance of water and a lift not to exceed 50 feet, a lawn of half an acre, with its shrubbery, together with a vegetable garden or fruit orchard of several acres, may easily be irrigated with a plant not costing more than $300 to $500. Such a plant is repre- sented in Figs. 121 and 122. This, including well- house, 2% horse -power gasoline engine and double- acting pump, having a capacity of 80 gallons per minute, with over 1,000 feet of 2 -inch distributing pipe and hose, cost, when put in place ready for work, $440. In the portion of this plant shown in Fig. 122, part of the • 2 -inch iron distributing pipe for the lawn and garden, as represented at B, C and D, 394 Irrigation and Drainage are tapped every 3 feet for short half -inch nipples with caps. With this arrangement it is easy to take out water at any desired place, pressure being Fig. 121. Small gasoline pumping plant for garden and lawn irrigation. maintained in the whole system of pipes when the pump is at work. The pipes for watering the lawn are sunk just flush with the sod, and the nipples rise obliquely upward so short a distance as not to interfere with the lawn mower. The arrows show both the slope of the lawn and the way the water is distributed. By opening only 7 to 10 nipples at a time, a large volume of water is secured, which spreads readily over the surface. In the garden irri- gation, 15 or 20 rows may be watered at once, and if Lawn and Park Irrigation 395 a particular stream is a little too strong, this may be regulated by thrusting a bit of stick into the nipple. For watering beds about the house, four of Fig. 122. Plan of lawn and garden irrigation. the nipples are made for attaching a garden hose, which may also be used to wash windows or a car- riage. Altogether, this arrangement is very simple and satisfactory for a suburban or country home, 396 Irrigation and Drainage and would answer admirably for a small market- garden, where vegetables and fruits are raised. SUB -IRRIGATION This method of applying water consists in plac- ing lines of tile or perforated pipe varying dis- tances below the surface of the soil, and distributing water through these instead of in furrows or by methods of flooding. This system of irrigation quickly suggests itself to most thoughtful men when they first begin to handle water for irrigation, on account of the many difficulties and inconveniences which are associated with surface watering ; but there are several very fundamental objections to it which have usually led to its abandonment sooner or later in nearly every place where tried. Were it not for the objections just referred to, sub -irrigation would constitute an ideal method of applying water, and would be universally practiced. Could it be used, much of the expense of fitting the surface would be avoided ; the fields would be almost wholly unobstructed ; all of the ultimate dis- tributaries would become permanent improvements ; the surface of the soil could not become puddled ; mulches developed would not be periodically destroyed, and the duty of water would be vastly increased. Indeed, so many things appear to be in favor of the method that it is only with great reluctance that it is abandoned. The most insuperable difficulty with sub - irrigation Sub - Irrigation 39 7 is that of applying sufficient water to thoroughly wet the surface, and yet those who have not tried the plan feel confident that there will be a great saving in this direction ; but the rate of capillary movement of water in soil is relatively so slow, and percolation so rapid in most cases, that it becomes nearly imper- ative that water shall be placed upon the surface, where it is most needed and is of greatest service. It has been shown under furrow irrigation, where the water is applied at the surface, that the streams must usually be led as close as every four feet, to wet the whole ground, and from this it follows that lines of tile laid even closer than this would be required in sub -irrigation. In Fig. 123 is shown the wetting of the surface which occurred by distributing the water through 3 -inch tile placed 18 inches below the surface, in which hydrostatic pressure was maintained sufficient to cause the water to rise one or two inches above the top of the ground. In this experiment the tile were arranged as represented at D, Fig. 124, 10 feet apart, and it will be seen that only about 3 feet in width above each line of tile has been wet, and yet water enough has been applied to cover the area more than 6 inches deep. Even at C, Fig. 124, where the tile are only 5 feet apart, it was necessary to apply 19.68 inches of water in depth to completely wet the surface, but in this case the sub- soil was more open than it was at D. It is plain, therefore, that in order to thoroughly wet the sur- face of the ground by sub -irrigation, much more water will be required than by furrow irrigation, 398 Irrigation and Drainage unless the tile are as close as 4 feet apart and very near the surface. The second great obstacle in applying sub-irriga- tion is the expense required to purchase and place the necessary lines of tile. In watering strawberries, Fig. 123. Difficulty of wetting surface soil by sub-irrigation. blackberries, raspberries, and other small fruits, one line of tile would be required under each row. For orchard irrigation, two lines of tile would be needed, one on each side of the row when the trees are small, and the number would have to be increased as the trees reached maturity, until there was at least one every 5 feet. For general field crops, the number of Sub - Irrigation 399 tile could scarcely be less than one line every 5 feet, and it would be necessary to place them at least far enough below the surface not to be disturbed in working the soil in crop rotation. Fig. At one cent per foot for 3 -inch drain tile, the cost for pipe alone would be $87.12 per acre where the lines are laid 5 feet apart. In addition to this ex- pense, there would be the cost of transportation, breakage, and laying of tile connecting with the head 400 Irrigation and Drainage ditch, and maintenance, which, in the aggregate, could not be less than $12.88 per acre when done on a large scale and under the most favorable conditions, or a total cost of $100 per acre, at the very best figure which could be hoped for. Only in those cases where tile could be placed barely below the surface could there be as high a duty of water as with furrow irrigation, and hence, where water is high and labor cheap, the cost of water would decide against sub -irrigation. Where a field has been underdrained, as repre- sented in Fig. 124, in the lower lefthand corner, it is easy to introduce the irrigation water at the upper end of the main, as shown at F, and allow it to set back through the laterals. By forcing the water in the main to rise to the surface of the ground at G, H and A before passing on to lower levels, the water in all the tile would be placed under pressure which would force it to the top of the ground with- out waiting for capillarity to bring it there. In this manner if the field were underlaid by sand at the level of the tile, the whole area may be quickly watered, provided the main has capacity sufficient to deliver the water to all the laterals as rapidly as percolation can take place from them. With the outlet of the tile at E closed and water admitted to the main at both F and A, the 7,022 feet of tile took water at the rate of 48 cubic feet per minute under the 5 acres, or at the rate of 5 gallons per 100 run- ning feet of tile where these were placed in sand 33 feet apart. During the irrigation, water was brought Sub - Irrigation 401 to the surface along most of the lines of tile, as represented by the dotted area below A. To do this work, 5.8 inches of water on the level were required, but it is quite certain that half this amount applied at the surface in the proper manner would have ren- dered as much service. The time required to apply the water at the surface would have been about the same, but an extra man would have been needed to distribute it, and the furrows would have to be made, so that there is this labor to be offset by the cost of the extra amount of water required for the sub- irrigation. But it must be kept in mind that had the field not been underlaid by sand and the ground water surface near the level of the tile, and had the pressure not been held up so as to force the water to rise to the surface, these results could not have been attained with tile placed as far apart as 33 feet. The applica- tion of sub -irrigation to tile -drained areas cannot, therefore, be regarded as the best method of watering in any but special cases. It is quite probable that were this system of irrigation to be applied to water-meadows to avoid surface ditches, or even to orchards and small fruits, there might be experienced difficulties arising from the tile becoming clogged, either from sediments moved by the water or by the growth of roots into the lines of tile. When the difficulties which have been pointed out as standing in the way of sub -irrigation are con- sidered, and when it is recalled that nitrification in 402 Irrigation and Drainage most soils can take place only near the surface, when roots are better aerated there, and when here alone can germination occur, it seems plain that there can be little reason to hope much from this method of applying water. CHAPTER XI SEWAGE IRRIGATION THE methods of distributing water in sewage irri- gation are essentially the same as those already de- scribed. The topography of the field to be watered and the character of the soil or of the crop, will determine which method shall be employed. It re- mains here to state, from the agricultural side of the subject, under what conditions sewage irrigation may be practiced to advantage and what crops are best suited to utilize the water. OBJECTS SOUGHT IN SEWAGE IRRIGATION There are two main objects sought in the use of sewage in irrigation. The first and primary one is to oxidize and render innocuous the organic matter which it contains. The secondary object is to utilize this organic matter, together with the water and other fertilizers which it may contain, in the production of crops. Reference has already been made to this point in connection with the Craigentinny Meadows, where a poor soil has been made to yield a gross income of $75 to more than $100 per acre per annum for nearly a century. The oxidation and denitrification of the organic matter borne in the sewage water must be accomplished largely, if not wholly, through the agency of fermenting germs, and this being true, it is imperative that the methods of treatment shall be favor- able to the activity of these forms of life. (403) 404 Irrigation and Drainage CLIMATIC CONDITIONS FAVORABLE TO SEWAGE IRRIGATION Since the fermentive processes which convert organic matter either into nitric acid, which is the nitrogen supply for most cultivated crops, or into free nitrogen gas can take place rap- idly only under temperatures above 50° F., it follows that sewage irrigation is best suited to warm climates, where crops may be grown the year round, and where the fermentive processes will be least checked by frosts. In tropical and semi-tropical climates, therefore, sewage disposal by surface irrigation may best be practiced when other needful conditions are also favor- able. In cold climates, like those of the northern United States and Canada, where the ground is frozen during five months or more of each year, it is plain that only about one -half of the sewage water can be used in crop production, and that during only about one -half of the year can there be much oxidation and denitrification of organic matter. Under these conditions, therefore, if water is applied to land one-half of it must be filtered by the soil without the concurrent purification which results from fermentation, and this being true, there can be only so much of purification as naturally results from the physical filtration and such chemical fixation as the soil may be capable of accomplishing. It is true that the purification of sewage resulting from filtration through soil is very considerable, so that if isolated lands of sufficient area are selected for this purpose, the organic Impurities reaching the ground water will be greatly reduced. It is also true that in cold climates fields to which no sewage has been applied during the warm season may be reserved specially for the reception of it during the winter. These soils would, therefore, be comparatively dry and capable of receiving 6 to 12 inches of water and of retaining it by capillarity until warm weather could subject it to organic purification, and when crops could also be made to utilize the nitrates developed and other fertilizers brought by the water, ' Sewage Purification 405 To handle the sewage in this manner, it would be needful to bring it to the fields in underground conduits, and to have the lands laid out for flooding in checks of suitable size, sur- rounded by barriers of the desired height, but the great diffi- culty to be met is the amount of land needful for such a system. Allowing 50 gallons of sewage per day per person, a city of 30,000 would require 828 acres to receive the sewage during 180 days if each check were to be flooded to a depth of 12 inches. THE PROCESS OP SEWAGE PURIFICATION BY IRRI- GATION OR INTERMITTENT FILTRATION The extremely careful and extended investigations con- ducted by the State Board of Health at Lawrence, Mass., begun in 1888 and still in progress, have shown that the purifying of sewage as it passes slowly over the surface of sand grains freely exposed to contained air, is the result of bacterial growth, and that when these germs are not present the sewage comes through the filter as impure as it went in so far as its dangerous nitrogen compounds are concerned. But if it is allowed to pass through slowly enough in the presence of an abundance of air, the water emerges with so nearly all the nitrogen com- pounds converted into nitrates that it is as free from them as the purest spring water. The essential condition is that an inch or two of water shall be spread out over the surface of the soil grains in enough of the upper soil, where free oxygen may gain access to the colonies of niter-forming germs which multiply there and feed upon the organic nitrogen in the water, if only there is an abundance of free oxygen to meet their other needs. When a new quantity of water is added to the soil, the purified layer is swept downward by the new supply, which at the same time drags in after it a fresh supply of air, and thus the work goes on. If the sewage water is added too rapidly, before the germs 406 Irrigation and Drainage have completely used up the organic nitrogen, then it will be only partly purified ; or if the flow over the field is made con- tinuous, then the supply of oxygen in the soil becomes so small that the germs are unable to carry forward the work, and organic nitrogen passes through largely unchanged and liable to become the food in drinking water of other but dangerous forms. SOILS BEST SUITED TO SEWAGE IRRIGATION In humid climates, where the rainfall is both frequent and abundant, the lighter loams and sandy soils are best suited to this type of irrigation, because upon them there is less danger of water -logging. It should be understood, however, that from the agricultural standpoint sewage may be applied to any soil, provided it is not used in too large quantities or too continuously ; but as the sandy soils are usually more in need of artificial fertilization, and at the same time likely to be deficient in water, they are preeminently suited to this use, and will usually be chosen by city authorities when they are avail- able, but simply because a smaller number of acres will answer the purpose and the cost of the plant be less. The agricultural value of sewage when properly applied to land has been so thoroughly demonstrated under so many condi- tions of soil and climate that there can no longer be any doubt as to the desirability of its use if the expense of getting it to the land were eliminated, and it would appear that lands enough in the vicinity of most cities could profitably receive and use the sewage if only it were led to them. DESIRABILITY OF WIDER AGRICULTURAL USE OF SEWAGE IN IRRIGATION In countries like Italy, where there are extensive canal systems largely used for irrigation, it would appear that sewage disposal by irrigation should become the general practice, pro- Agricultural Use of Sewage 407 vided the canals are carrying constantly a sufficient volume of water to make the needful dilution. The disposal of the sewage of the city of Milan in this manner has already been referred to as extremely satisfactory from the agricultural point of view. In speaking of the opportunities for and the desirability of improving sandy lands in various parts of the eastern United States and in the South by silting, it was pointed out that many Fig. 125. Instruction of practical gardeners in garden irrigation. hundreds of square miles of now nearly worthless lands could be reclaimed by methods of irrigation, and wherever this shall be undertaken the disposal of the sewage of the same sections through the canal waters could not fail to be of great advantage to the lands when applied either in winter or in summer. Outside the walls of the city of Paris, on the once nearly worthless gravelly sands of the Seine, is located a garden whose sign is represented in Fig. 125, where, in the midst of a district 408 Irrigation and Drainage devoted to sewage irrigation, an effort is being made to teach in a concrete way how thoroughly purified sewage water may be made by irrigation, and what luxuriant growths may spring from nearly sterile sands. Fig. 126 is a view within the garden, where grapes are growing on the left, with dwarf pears and apples on the right, while in the center is a trench of water cress grown for market in filtered sewage, the trench being at the foot of one of the drainage lines leading the filtered water Fig. 126. Sewage irrigation, model garden, Paris. to the Seine. So clear was this water that it had the sparkling brilliancy of that from the purest springs, and outside the garden women and children came with their buckets and filled them for use at home. Inside, the superintendent keeps a glass, and insists that every visitor shall taste and convince himself how sweet and pure the water is. Here and further out, at Gennevilliers, the lands are laid out and divided much like village lots, where homes, with their vegetable, fruit and flower Sewage for Garden Irrigation 409 gardens, are being* established, and sewage water was handled there in 1895 by small gardeners with great skill and profit. The lands are held at $1,000 per acre, and rent at a high price. The sewage for irrigation is carried beneath the surface in closed pip^s, which are provided with a system of hydrants for taking out the water where needed, and Fig. 127 shows one of these, while Fig. 128 is taken at the same place, standing at the hydrant and looking down the open ditch leading the water to gardens and orchards, where it is to be used. Flowers, garden vegetables and fruits were growing upon these grounds in great luxuriance for the city markets. If such results as these can be secured in France, why should not the philanthropic zeal of Greater New York join with the capital of that city and lead a portion of the water of the higher lands, together with the sewage of the inland towns and cities, which is now polluting the streams, down upon the flat New Jersey sands and convert them into gardens of industry and plenty, where the unfortunate mothers, with their children now in the dark streets, could be helped to comfortable homes sur- rounded by conditions which make physical, intellectual and moral growth possible. CROPS SUITED TO SEWAGE IRRIGATION There is no crop more generally grown on sewage farms than grass, which is fed green, as cited in the cities of Leith and Edinburgh and at Milan ; as silage, as has been done at Croyden and Nottingham, or made into hay, as at Preston. At Blackburn and at Croyden, also, the lands are extensively pas- tured, at the latter place by coach and draft horses of the city for a season, to allow their feet to recover from the jar and shock of stone pavements. In England and in Italy very heavy crops of grass are grown, yielding all the way from 40 to 70 tons per acre per season. The grass most extensively grown in Europe is the Italian Rye Grass, but it is not permanent, and the land must be plowed and reseeded every three or four years if heavy Fig. 127. Sewage hydrant at Gennevilliers. Fig. 128. Stone distributing canal leading from hydrant in Fig. 127. Crops for Sewage Irrigation 411 yields are desired. On the Craigentinny Meadows, most of the grasses are the native forms, which soon crowd out the Rye Grass if it is not reseeded. Both oats and wheat are extensively grown on sewage land, but in these cases the land is usually only irrigated dur- ing the winter. Potatoes, turnips and mangels, as well as cabbage and cauliflower, are also grown. At Croyden and Preston, potatoes are grown on a large scale on winter irrigated land and the crop sold at auction when mature at $60 to $75 per acre, the purchaser digging the potatoes. Fig. 129 shows a crop of early potatoes grown at Croyden which sold in July for £15 per acre, and Fig. 130 is a view of the cement ditch in which the water is brought to the fields from the city. When summer irrigation of potatoes is practiced at Croyden, the superintendent stated that he pre- ferred to use the water only after it had drained from another field. He also stated that he thought the sewage water tended to intensify the scab. At Nottingham, where much wheat is raised, this is grown on winter irrigated land, but cabbage, turnips and mangels are irrigated in the summer as well as winter. The cabbages raised here -are the large stock varieties, planted in rows 4 feet apart with the plants 3 feet apart in the row, and enormous yields are secured of the vegetables named and fed to a herd of from 800 to 1,000 cows. At Gennevilliers, nearly all varieties of garden truck were being raised with great success, and there were orchards of pears, prunes and apples, and vineyards of grapes, heavily loaded with fruit in August of 1895. So, too, at Berlin, mangels, turnips, celery, onions, parsnips, beans, cabbage and cauliflower were raised on their sewage farms. While the general practice in Europe seems to be to favor summer irrigation of grass, and winter irrigation for small grains and cultivated crops generally, it appears clear that there are few if any crops to which sewage may not be applied with great advantage if only rational practice is followed. It will be readily understood that where fertilization is the Fig. 129. Harvesting early potatoes on Croyden sewage farm, England. Fig. 130. Cement canal at sewage farm, Croyden, England. Sewage Irrigation and Healthfulness 413 main object, together with the disposal of the sewage, lands may be irrigated at once after the removal of a crop, such as wheat or any of the small grains, so that there may be ample latitude for distributing the water at almost any season of the year. In climates where the winters are severe, it is necessary to apply the sewage to land not in grass or other perennial crop, as the freezing of thick coats of ice over the meadows is quite certain to greatly injure if not kill the grass. Another point which the agriculturist should keep in mind and guard against, is the application of sewage to crops in too concentrated a form, and especially should it be so much diluted or strained that the sludge will not collect upon the surface in sufficient quantity to close up the pores of the soil and interfere with proper aeration. INFLUENCE OF SEWAGE IRRIGATION UPON THE HEALTH Reference has been made to experiments and observations which show that the feeding of grass from sewage farms to milch cows produces no injurious effects upon the milk itself. The late Colonel Waring states that the health of the people living upon the sewage lands at Gennevilliers is generally excel- lent, and that "even in 1882, when there was a cruel epidemic of typhoid fever in Paris, there was none here." He further says : " If there is still room for doubt on any point, it is as to the character of the few bacteria which escape the action of the process employed, and are found in the effluent. It is not known that disease germs exist among these, and it is altogether probable that they do not. So far as these organisms are understood, it is thought that they cannot withstand the destructive activity of the oxidizing and nitrifying organisms which are always present, and it is believed that only these hardier organisms exist in the effluent of land -purification works. Certain it is that no instance has been reported where con- tagion was carried by such effluents, and experience at Genne- 414 Irrigation and Drainage villiers has shown that typhoid fever and cholera, when rife in Paris, were completely arrested at the irrigation fields." " In the Massachusetts table of comparison of the purified effluent of seven sewage filters and the waters of seven wells used for drinking by many persons, it is shown that there were three and one -half times as many bacteria in the well waters as in the effluents." PAET II FARM DRAINAGE CHAPTER XII PRINCIPLES OF DRAINAGE IT has been pointed out that if all of the irri- gated lands of the world were brought together in a solid body, they would scarcely aggregate more than an area 500 miles on a side, or 250,000 square miles. But Professor Shaler estimates that in the United States alone, east of the 100th meridian, there are more than 100,000 square miles of swamp lands. Some of these have been reclaimed by drainage, and the great majority of them could be, if the expense of the reclamation would be warranted by the returns which would follow. In the Canadas, in Europe, and in other portions of the world, also, there are vast areas of land, when measured in the aggregate, which must be drained before they can become agricul- turally productive. Hence the principles of land drain- age, like those of irrigation, must be clearly under- stood by those who are concerning themselves with (415) 416 Irrigation and Drainage the great world problems of better homes and all which these mean. Further than this, on account of the fact that a large majority of swamp lands and lands which may be improved by drainage are not massed together, but are scattered broadly in small tracts, so related to the higher and better -drained lands that these must often be improved in order to work the others to the best advantage, the principles of farm drainage become a matter of great importance to a large pro- portion of the rural population, and through good roads to the people of cities as well. THE NECESSITY FOR DRAINAGE The first and most fundamental necessity for land drainage, as has been pointed out in discussing alkali soils, is the removal of the more soluble salts formed by the decay of rock and organic matter, because too strong a solution of salts in the soil water is fatal to the growth of vegetation, and gives rise to the alkali lands. So long as there is sufficient leaching to hold the soluble salts down to small per- centages, so that neither plasmolytic nor toxic effects result, then the first imperative demand for thor- ough drainage in all soils is met. The second imperative demand for drainage is to prevent a stagnation of the soil water, which means, to avoid the exhaustion of oxygen from the air in the soil water and in the spaces not occupied by water, because an abundance of free oxygen in the Necessity for Drainage 417 soil is a fundamental necessity to plant life, and thorough drainage secures this. The third demand for drainage is to render the soil sufficiently firm and solid to permit the field or road to be moved over without difficulty or incon- venience. If the spaces between the soil grains are completely filled with water, then there is no surface tension, and so only a slight friction to bind the grains together, and hence they move so easily upon one another as to be unable to sustain much weight, and the horse or wagon mires. Everyone is familiar with the hard surface pos- sessed by wet beach sand, from which the water has just withdrawn, and how yielding it is when under water and also when it becomes dry. In the first case, the sand grains are bound together by the thin films of water which surround them ; in the second case, there is no free water surface between the grains, and the sand tends simply to float and so moves easily ; while in the third case, when the sand is dry, the binding water films have either drained away or have been lost by evaporation, hence there is nothing to hold the grains together. The hard, firm character of a clay soil when it loses its moisture is due to the fact that the grains are so small and so close together that the little material which is held in solution in the soil water cements them together when dry. Were the grains large like those of the sands, with few of the fine particles between them, the contact areas would be so few and so small that little binding could result. 418 Irrigation and Drainage THE DEMANDS FOR AIR IN THE SOIL It must ever be kept in mind that an abundance of free oxygen in the soil is as indispensable to the life of the plant as it is to that of an animal. The germinating seeds must have it, or they rot in the soil ; the roots of plants must have it to enable them to do their work ; and the vast army of soil bacteria, which change the nitrogen of decaying organic matter into nitric acid, which is the chief nitrogen supply for most higher plants, must have it or they cannot thrive. Again, those very impor- tant germs which live on the roots of clover and other allied plants, and which are the chief source of the organic nitrogen of the world, must have an ample supply of both free oxygen and free nitrogen in the soil, or they are unable to accomplish their task. Again, there lives in all fertile soils a class of germs which have the power of breaking down nitrates, or even organic matter, to supply them- selves with oxygen whenever the conditions are such that the soil does not contain enough to meet their needs. But when these germs are forced to do this, as happens in a water -logged or poorly drained soil, the nitrogen of the soil nitrates and of organic matter is liberated in the form of free nitrogen gas, and hence the soil may thus be depleted of this most expensive ingredient of plant -food wherever proper drainage does not exist. Finally, many purely chemical changes taking Drainage Ventilates the Soil place in the soil, which are essential to its fer- tility, demand both free oxygen and carbon dioxide, so that here is another need for good drainage, in order that air may enter the ground in abundance. HOW DRAINAGE VENTILATES THE SOIL Where standing water would be found in holes sunk 18 to 24 inches below the surface, capillarity would hold the pores of a fine soil so nearly full of water to the top of the ground that there would be little room left for air to enter ; but when the ground water is permanently lowered three or four feet, as is done by underdraining, the roots of plants penetrate the soil more deeply, and, as they die and decay, leave passageways leading to the surface, into and out of which the air readily moves. Earth- worms, ants, and other burrowing animals penetrate the ground more deeply, and open other ventilating flues of much larger magnitude than those left by the roots of plants, and so greatly increase soil ven- tilation as a result of drainage. Then, again, when the deeper clays dry out, as they will after underdrainage, shrinkage checks form in them in great numbers, opening tiny fissures through which the air moves more freely with every change of temperature and pressure of the atmos- phere above. With the deeper and more thorough penetration of soil -air, carrying with it the car- bonic acid developed near the surface, there begins, through the agency of the soil water, a solution of 420 Irrigation^ and Drainage the lime which in its turn tends to force the fine clay particles into larger compound clusters, thus ren- dering the soil more open, and hence better drained, better ventilated, and at the same time better and more thoroughly occupied by the roots of plants. But all of these changes, which result directly from lowering the ground -water surface, are only means which make under drain age more effective in ventilating the soil. In an underdrained field, where lines of tile are laid 3 to 4 feet deep and 50 to 100 feet apart, there is provided a very effective system of soil ventilation as well as of drainage ; for with every fall of the barometer and rise of soil tempera- ture, some of the deeper soil-air expands and drains away through the lines of tile. Then, when the barometer rises again, or when the soil temperature falls, a volume of air equal to that which left the soil under the other conditions now enters it again, not only through the surface of the ground, but also through the tile drains. It is thus seen that a deep, well -laid system of tile drains permits the free oxygen of the air to reach the roots of plants both from above and below. Under these condi- tions, the roots of crops are better supplied with oxygen ; nitrates develop faster and deeper in the soil ; there is less occasion for denitrification to set in, and so larger yields result. When deep underdrainage has permitted the roots of plants to penetrate the soil from 3 to 4 feet and there withdraw moisture, this action on their part becomes a means for drawing air into the ground, Drainage Ventilates the Soil 421 both from the surface and through the tile drains, because the removal of the soil water by the roots leaves an open space, which must be filled with air so far as capillarity fails to do it with water, and hence deep root feeding means deep soil ventilation. Then, again, when heavy rains fall which move downward through the soil, they displace both the air and the water previously there, crowding them forward into the drains, and then draw in after them a fresh supply from above. But only on well- drained soils is this action marked and helpful. A word should be said here regarding the value of clover and alfalfa as soil ventilators, for by their thicker, stronger roots they set the soil aside more than most other cultivated crops do, and when these roots decay the soil is left better aerated and better drained. Further than this, the roots of these legu- minous plants remove from the soil both free oxygen and free nitrogen, and in so far as they do this with- out returning an equal volume of another gas, their action tends to develop a vacuum which must be filled by bringing in a fresh supply from without. TOO THOROUGH AERATION OF THE SOIL There may be too strong and rapid changes of soil-air, just as there may be too rapid and complete drainage. If the air enters a rich, damp soil too rapidly, there is so strong a development of nitrates that the humus and other organic nitrogen are quickly changed into the soluble forms, and rapidly leach 422 Irrigation and Drainage away. It is in this manner that coarse, sandy soils are impoverished, and their lack of productiveness is often due quite as much to too thorough ventilation as to too complete drainage ; and in handling these soils the utmost care should be exercised to keep the content of humus high, the moisture plenty, and the winds from drifting away the finest dust particles, because all of these tend to close up the pores, giving the soil a texture which diminishes the amount of ventilation. DRAINAGE INCREASES THE AVAILABLE SUPPLY OF SOIL MOISTURE FOR CROPS When soils are poorly drained during spring and early summer, the root system of the various crops is forced to develop near the surface, and if this is the case until the demands for moisture become large, the soil in which the roots are confined becomes very dry, because capillarity brings the water up from below too slowly to meet the demand. It is a familiar fact that a damp cloth is much better to remove water from the floor than a dry one, and the same is true of soils ; water rises by capil- larity in them when quite moist much faster than when they become dry, and so it is a matter of the greatest moment to keep the surface soil, beneath the mulch, as damp as the best conditions for growth will permit. When the deeper soil in the spring and early summer is well drained, and the roots of the crop penetrate it, they not only find themselves closer Drainage Increases Available Moisture 423 to the ground water supply, but not so many roots are forced to take the moisture near the surface, and hence for this reason capillarity is better able to hold the water content up to the saturation needed. With the soil near the surface moist, where nitrates are mostly formed, a better supply of these is kept up, while at the same time there is moisture enough to hold them in solution and to enable the roots to obtain them. When other roots are deeper in the ground, these may chiefly draw water to meet the necessary evaporation wrhich goes on in the leaves, and thus reserve the surface moisture for developing plant -food and giving it to the plant. In this way it happens that crops suffer less in times of drought on well -drained, heavy soils than they do on the same soils not drained. SOIL MADE WARMER BY DRAINAGE There is no cause so effective in maintaining a low temperature of the soil rn the spring as the water which it contains, and which may be evaporating from its surface. One reason for this influence is found in the fact that more heat is required to change the temperature of a pound of water one degree than the same weight of almost any other substance. Thus, while 100 units of heat must be used to warm 100 pounds of water from 32° F. to 33° F., only 19.09 units are required to raise the temperature of the same weight of dry sand, and 22.43 units an equal weight of pure clay through the same range of 424 Irrigation and Drainage temperature. Stated in another way, the amount of sunshine which will warm a given weight of water 10° F. will raise the temperature of an equal weight of dry sand 52.38° F., clay 44.58° and humus 22.6°. It is plain, therefore, that very wet soils must warm in the sun more slowly because the water which they contain tends to hold the temperature down. The chief cause, however, which makes a wet, undrained soil colder than the better drained one, is the cooling effect which results from the more rapid evaporation of water from the wetter soil surface. When the bulb of one of two similar thermometers is covered with a jacket of muslin moistened with pure water, and the two are swung side by side in a dry air, it will often be observed that the bulb bear- ing the moist cloth will have its temperature lowered as much as 20° F. by the cooling effect of evaporating water. So, too, when water evaporates from any sur- face, no matter what, its temperature is lowered in proportion to the rate at which evaporation is taking place. The teakettle boiling over the hot fire has its temperature constantly held down to 212° by the rapid evaporation of water, although the heat of the fire playing upon it is very many degrees hotter. It is the same way with a wet soil through which water is continually brought to the surface as rapidly as it can be evaporated in the heat of the sunshine. The loss of the water in this way necessarily holds the temperature down, and the lower the more rapidly the evaporation takes place. The following table* *The Soil, p. 227. Importance of Soil Warmth 425 shows the observed difference in temperature of a drained and an undrained soil : Temperature Condition of Temp, of of drained of undrained Differ- Date Time weather air soil soil ence April 24 f'pO °UeIstWindrS 60'5° F' 66'5° M'W° 12-50° April253303ptom< C1°U^stWwkidriSk 64'°°F- 70-°° 58-00° 12-00° April 26 l-S0^ C10Uf07rerni^na11 the 45.0° F. 50.0° 44.00° 6.00° A™-il 27 i-30*0 Cloudy and sunshine, „ fto -ci ^ Oo rn 7ro A 0*0 April 27 2 p m wind s> w brigk 56.0 J^ . 55.0 50.75 4.25 A™^I 9« ^ to Cloudy and sunshine, ,,. no T^ AH no AA cno o KAO April 28 g30 a m wind N. W. brisk 45'° F< 47'° i^5fl 2'50 j The difference in the rate of evaporation from clayey soil and sandy soil, when both are well drained, will often be enough to leave the clay soil 7° F. colder in the surface foot and 5° colder in the second and third feet below the surface. IMPORTANCE OF SOIL WARMTH Ebermayer concluded from his observations that relatively little growth can take place with most cul- tivated crops until after the soil temperature has been carried above 45° to 48° F., and the maximum results are reached only after a temperature of 68° to 70° has been attained. Sachs showed that both pumpkin and tobacco plants wilted, even at night and with an abundance of moisture in the soil, when its temperature fell much below 55° F., the osmotic pressure being then too feeble to maintain a sufficient movement of soil moisture to keep the plant cells turgid. Phenomena 426 Irrigation and Drainage similar to this are often observed early in the spring, when leaves are just unfolding. A strong drying wind on a cool day, with the soil also cold, withers the leaves much as if they had been frosted. The germination of seed is very much influenced by the temperature of the soil, maize requiring 16 days to appear above the ground when the soil tem- perature is 60° F., or below, when if the warmth is 72° or above, 3 days or less will do the same work, besides giving much stronger plants. These effects Fig. 131. Influence of soil temperature on the rate of germination of maize. of soil temperature are clearly demonstrated in Fig. 131. Indeed, it will often happen that when seed of rather low vitality is planted in a soil a little too cold, germination will not take place at all, or if it Importance of Soil Warmth 427 does, the plants are so much enfeebled that only a slow growth results afterward. In the early part of the season, when ground is being fitted for seeding, it should ever be kept in mind that one of the chief objects of the early and thorough tillage is to develop an abundance of nitrates in the soil for the use of the crop. But this is done by making the soil warmer, and by introducing an abundance of air into it when there is a good supply of moisture associated with the humus upon which the niter germs feed. These germs cease to develop niter from humus when the soil temperature drops to 41° F. ; the action is only barely appreciable at 54° F., and it reaches its maxi- mum rate only at a temperature of 98° F. Now, the early, deep stirring of the soil in the spring prevents the moisture from coming up from below, and so lessens the rate of evaporation ; this allows the soil to become warmer. Besides the heat is not conducted as rapidly downward when the soil is loose ; this makes the stirred, well ventilated portion warmer also, so that for the germination of the seed and for the development of plant-food, deep early tillage is very important. It is plain, also, that the well -drained field not only can be tilled earlier and deeper, but will also have the soil warmer and richer, for the reasons just stated. For the same reason that sugar dissolves faster in warm than in cold water, so the ash ingredients of plant-food are dissolved faster, and stronger solutions of them are formed in the warm than in the cold 428 Irrigation and Drainage soils, and hence land drainage may be beneficial to crop growth in this manner. CONDITIONS UNDER WHICH LAND DRAINAGE BECOMES DESIRABLE It must be kept ever in mind that all lands, of whatever kind, require draining, but it is extremely fortunate that for most lands this is done by the natural methods of percolation and underflow of ground water. The cases in which it becomes desirable to supple- ment the methods of natural drainage fall into five classes : first, those comparatively flat lands or basins upon which the surface waters from surrounding higher land frequently collect ; second, areas border- ing higher lands, whose structure is such as to permit the underflow of the ground water from the adjacent regions to rise from beneath, thus keeping the soil too wet ; third, lands regularly inundated by the rise of the tides, or which would be if not shut off by dykes ; fourth, those extremely flat lands which are underlaid by considerable thicknesses of close, heavy beds of clay, through which water does not readily percolate, and which lie very close to the surface, so that the clays become the subsoil of the fields, and fifth, lands like rice -fields, water-meadows and cran- berry marshes, to which water is applied by irrigation in excessive quantities. It may also be found desir- able on some irrigated lands to introduce drainage to remove injurious salts, as described under alkalies. Origin of Ground Water 429 THE ORIGIN OF GROUND WATER AND ITS RELATION TO THE SURFACE To understand the laws governing the flow of water into tile drains and ditches, it is necessary to know how the flow into streams and lakes takes place, and how the surface of the water in the ground is related to that in the streams and lakes into which it is continually draining. The rains which fall upon the surface tend, first of all, to sink vertically downward until they reach the level at which the pores in the soil or rock are completely filled with water. There are no soils and very few rocks through which there can be abso- lutely no flow, but the downward percolation is very much slower in some than it is in others. This being true, everywhere beneath the land surface a place may be reached where the pores are filled with water, and the level at which this occurs is called the ground -water surface. This ground-water surface is seldom horizontal, but usually rises and falls much as does that of the ground above it, but with gradients less steep. In Fig. 132 is represented a section of land adjoining a lake, where the differences in level of the surface are shown by means of contour lines passing through all places, having the height above the lake indicated by the number set in the line ; while in Fig. 133 the surface of the ground water for the same area is also indicated in like manner. The data for the levels of the ground water were procured by sinking wells Fig. 132. Contours of the surface of the ground in the vicinity of a tile-drained area. Fig. 133. Contours of the level of the ground -water surface under the locality represented in Fig. 132. 432 Irrigation and Drainage at the places designated by the small numbered cir- cles. Referring to the two figures, it will be observed that there is a marked tendency for the ground- water surface to stand highest where the level of the field is also highest, and that there are valleys in the ground -water surface beneath the valleys in the field. It will be seen that the water rises as the distance from the lake increases, and that in places it stands 10 and even 20 feet higher. This distorted surface of the ground water cannot be a condition of rest, for gravity tends continually to force a flow from the higher toward the lower levels along the lines indicated by the arrows shown in Fig. 133. Since the further this water must travel through the soil to reach the lake the more resistance it must meet, it is plain that a greater pressure will be re- Fig. 134. Diagram of lines of flow of water in the drainage of a river valley. quired to overcome this resistance, and hence the water must stand higher in the ground the farther the distance to the drainage outlet. The space enclosed by the rectangle in Fig. 133 is an area which required underdraining to fit it for farm crops, and the reason it did is clearly shown by the contours of the two Movements of Ground Water 433 maps and by the arrows representing the lines of underflow, which concentrate from the surrounding higher lands to pass beneath this section so near the surface that the strength of capillarity was suffi- cient to over -saturate the soil above. The influence of the tile drains in lowering the surface of the ground water is plainly shown by the distance the contours are carried back from the lake shore, as seen along the line marked "tile drain." In the case of streams winding through valleys, the water comes to them at every point along their course by slow seepage, entering the channel through the banks and bottom in the manner represented in the diagram, Fig. 134, where the heavily shaded por- tion represents the soil filled with water and the lines with arrow points the direction of flow. In Fig. 135 is represented the surface of the ground water in the valley of the Los Angeles river, California. The data for the contours were procured by sinking wells at the points designated by the heavy dots. From the map it is clear that the water stands higher and higher above the bed of the stream as the distance back increases, and that there must be a steady flow down the valley and toward the river, thus draining the surrounding country. Indeed, in a distance of about 11 miles the measured growth of the Los Angeles river in 1898 was 60 cubic feet of water per second, and yet no visible streams entered, the supply coming by slow seepage along the banks and bottom of the entire length of the section measured. BB c Ground Water Gradient 435 It will be clear, therefore, from the cases cited, that wherever the moving sheet of ground water ap- proaches within capillary range of the surface of the ground, there the soil is liable to be too wet for crops unless underdrained. RATE AT WHICH THE GROUND -WATER SURFACE RISES AWAY FROM THE DRAINAGE OUTLET In well 29 of Fig. 133, situated 150 feet from the lake, the water stood 7.214 feet above the level of the lake June 27, 1892, thus showing a rise of 1 foot in every 24.4 feet. At another place in the same locality, but not shown in the map, a well 1,250 feet from the lake shows the ground -water surface to stand 52 feet above, thus giving a gradient of 1 foot in 24 feet. Later in the season, wrhen the ground had become dryer, the gradient at well 29 became 1 foot in 35.86 feet. Between tile drains 33 feet apart and 4 feet deep, laid within the rectangle of Fig. 133, measurement showed the surface of the water to rise at the mean rate of 1 foot in 25 feet 48 hours after a rainfall of .87 inches, and the shape of the ground -water surface at the time in question is represented in Fig. 137. Of course, after the lapse of a longer interval of time the gradient here would have become less steep, just as was the case in the other instance cited. The subsoil in which these gradients were observed was a fine sand, in some places with grains so small as to approach the character of quicksand, and they 436 Irrigation and Drainage represent conditions which are very common in locali- ties where underdrainage is needed, and, therefore, furnish a good basis upon which to form a judgment regarding the distance apart tile should be laid. DEPTH AT WHICH DRAINS SHOULD BE LAID The depth to which water should be lowered by drainage need seldom exceed 4 feet for ordinary farm crops, and often- the lowering of the water surface may be less. It should be kept in mind that the level of the ground water changes with the season, and that many lands benefited by underdrainage are only too wet early in the spring, and if such lands are to be used for ordinary farm crops, it may only be needful to draw the water down so far as to make the surface dry enough to give good working conditions for the soil. In such cases, tiles placed 2% to 3 feet deep, rather than 3% to 4 feet, will usually be found suffi- cient. If the tiles are placed deeper than this, not only will there be a permanent lowering of the ground water, but the low stage will be reached so much earlier in the season that a smaller amount of the water flowing under the field may .be used by the crop. Where fields are underlaid by sandy subsoils, it is quite important not to draw the water down far into the sand, because the height to which the water can be lifted rapidly in these by capillarity is quite short. To carry the ground -water surface below this n Distance Between Drains 437 limit not only lessens the amount of underflow which becomes available to the crop, but it also diminishes the amount of the heavy summer rains which the crop may use, because when the ground water is carried too low much of the water, in times of pro- longed heavy rains, may pass below the limit of root feeding before the crop has time to avail itself of it. DISTANCE BETWEEN DRAINS There are three chief factors which determine the proper distance between underdrains : (1) the freedom with which water may flow through the subsoil toward the drains, (2) the depth at which the drains are placed, and (3) the interval of time between rainfalls sufficiently heavy to produce considerable percolation. It should be clearly understood that it is the character of the subsoil, rather than that of the soil, which determines the rate at which water moves toward and into the drains, and it should be further understood that the subsoil which takes part in the lateral flow of the water may be several feet, even 10 or more, below the level at which the drains are laid. If, for example, the field to be drained has a rather close clay surface soil underlaid with two, three or four feet of heavy clay, which in turn is underlaid by a stratum of sand, then the movement of water from the surface toward and into the drains will be such as is represented by the arrows in Fig. 438 Irrigation and Drainage 136. That is, the water moves along the line of least resistance, no matter how circuitous or how long that may be. Where the cavities through which the water must flow are those due to the diameter of the soil grains, Fig. 136. Movements of water toward tile drains where heavy clay soils are underlaid with sand. the influence of size of grain on the rate of flow is such that the amount of water passing a given section under otherwise like conditions is somewhat nearly proportional to the squares of the diameters. This being true, if the effective diameter of the grains in the clay is .004 m.m., while that of the grains in the stratum of underlying sands is .07 m.m., then their squares will be .0049 and .000016 respectively, in which the ratio is nearly as 300 to 1, so that the water would flow through the same length and section of sand about 300 times as rapidly as it would through the clay. It is also true that the lengths of the soil pores through which water flows decrease the rate in a ratio nearly proportional to the lengths, so that the sand column in the case cited, or, what is the same thing, the distance between drains, could be 300 times as great as with the clay and yet leave the rate of flow just as rapid. It is plain, therefore, that the move- Distance Between Drains 439 ment of the water in cases like that represented in Fig. 136 will be chiefly straight down through the soil and clay until the sand is reached, when the movement will be sideways toward the drains and finally upward, the water entering them chiefly from the under side. That is to say, the flow side wise through the clay toward the drains will be very slight indeed. Since the resistance to flow of water increases as the soil texture becomes more close, it is clear that the more open the soil the farther apart the drains may be placed. It is common to place lines of tile in underdraining varying distances apart, from 30 feet to 100 and even 200 feet. The reasons for these wide differences will be better understood after considering the way the ground -water surface changes under a tile -drained field following a rain. Fig. 137. The observed surface of the ground water in a tile-drained field 48 hours after a rainfall of .87 inches. In Fig. 137 is represented the observed slope of the ground -water surface in a tile -drained field where the lines are placed 33 feet apart and between 3 and 440 Irrigation and Drainage 4 feet below the surface. The conditions there shown had developed 48 hours after a rainfall of .87 inches, and the facts were obtained by sinking lines of wells at right angles to the drains, there being 3 wells between each pair. It will be seen that the height of the water on the crest between the drains varies, being much greater at 1 and 2 than elsewhere, and this is where 'the soil is more clayey, and so closer in texture. In Fig. 138 .is represented the heights of the ground -water surface midway between the drains as they occurred 2 days, 2% days and 5% days after the same rain, and the differences in the steepness of the slopes in the several cases should be understood as due chiefly to differences in the size of the soil grains. It will be seen that after a period of nearly 6 days the surface of the ground water in the upper portion of Fig. 138. Changes in the level of the ground-water surface in tile-drained field. the field has become quite flat, having fallen below the level of the drains, and the gradient being reduced to 1 foot in 175 feet, while at the lower end, where the soil is heavier, the slope is still 1 in 27. Taking these two cases, let it be assumed that it Distance Between Drams 441 is desired to place the lines of tile close enough together, so that after 6 days following an inch of rain the water shall nowhere stand within 3 feet of the surface, and that the tiles are placed 4 feet deep. Since in the sandy subsoil of the upper part of the Fig. 139. Diagram of influence of distance between drains on depth of drainage. field the mean gradient is 1 foot in 175, the lines of tile may, under such conditions, be placed twice this distance apart, or 350 feet, for then halfway between them the water would only stand 1 foot above the drains and hence 3 feet below the surface. But in the lower part of the field, where the soil is finer and where the observed mean gradient is 1 in 27, the lines of tile could only be placed 54 feet apart to ensure the same conditions. It was pointed out, in connection with Fig. 133, that the slope of the ground water toward the lake was at the rate of 1 foot in 24.4 early in the season, and later 1 foot in 35.86 feet, which would call for placing the lines of tile 50 to 72 feet apart. Eef er- ring to the diagram, Fig. 139, it will be readily under- stood that when there is a drain at A and C only, the soil undrained must be highest at B, but if an 442 Irrigation and Drainage intermediate line of tiles is placed at D, then the highest levels of the ground water would be found at E and F, farther below the surface, leaving the field better drained. It is very important that this prin- ciple be thoroughly grasped, because so many local conditions affect the depth and distance apart at which drains should be placed that no specific figures can be safely followed in all cases. It is generally true that in loose, loamy soils, and especially if under- laid by sand, good drainage will be secured with drains 100 feet apart and 3% feet deep. On heavier soils, they must be closer, and on more open ones they may be farther apart. In regard to depths of drains, it should be under- stood that the deeper they are placed the better work they do as a rule. If one soil has had its non- capillary pores 'emptied to a depth of 4 feet, and another one only to a depth of 2 feet, the capacity of the former to store a heavy rain without over- saturation will evidently be greater than that of the latter, and hence the shallow drained fields will oftenest become over -wet in wet seasons. But the cost of digging 4 feet is much greater than 2% feet, the expense increasing faster than in proportion to the depth. In cold climates the tiles must be placed as deep as 2 feet, to prevent their destruction by frost. Tiles are laid at a depth of 18 inches, but the practice is not only unsafe so far as destruction of the tiles is concerned, but not half the advantage can then be secured which they are capable of giving if laid deeper. Kinds of Drains 443 KINDS OF DRAINS Drains are called closed or open, according as they are covered or not. There are conditions under which open drains or ditches should and must be used, but the closed forms are always to be preferred where thorough drainage and facility in working the land are desired. In the earlier practice of underdraining, before tiles were invented and manufactured on a large scale, various means were adopted to provide waterways through which the water could more readily drain away from the field. An early method was to place in the bottom of a ditch bundles of faggots end to end and then fill in, expecting the water to flow through the spaces between the faggots. Three slender poles were often used, one laid upon two others, thus forming a waterway ; or again, a single larger pole was split in two and these laid in the ditch side by side with the flat faces up. Two boards nailed together V-shaped and laid on the bottom of the ditch formed still another method of securing underground drains with wood. Stones were also used in various ways for the same purpose ; sometimes the bottom of the ditch was filled with small stones and then covered ; two rows of flat stones placed on edge to form a V opening downward, was another common plan. Two flat stones on edge, with a cover, were extensively used, and some even went to the trouble of paving the bottom of the ditch with flat stones and forming a closed stone drain by adding sides and top, which, 444 Irrigation and Drainage when well done, was permanent and effective. Square blocks of peat have been grooved on one face and two of these placed together to form a tile, thus making a drain of another kind. Each of these methods of securing underdrainage involved much labor ; gave channels in which the water flowed with great resistance ; clogged easily, and while beneficial results invariably followed their use, they were neither wholly satisfactory nor permanent. When the manufacture of tiles from burned clay was begun, various shapes were adopted and abandoned for the present cylindrical type, which when well made and laid, has been found entirely satisfactory for the construction of closed drains. In more recent years an effort has been made to build a continuous line of tiles in the bottom of the ditch after it is dug and graded, using a concrete made from the best hydraulic cement, lime and sand. The mortar, when made, is fed through a simple machine, which determines the size and shape of the tile, making it continuous, cylindrical and smooth on the inside. A trowel is used to cut the tile through to near the lower side with sufficient frequency to permit the necessary percolation from the soil, thus securing a drain with all joints perfect. The system, however, has not been sufficiently long in use to enable one to say how meritorious it is. Open surface drains, where they are permanent improvements, should, if possible, be made wide and with sides so gently sloping as not to be washed, and, if possible, so as to be grassed over and driven through Kinds of Drains 445 with mowing machine, both to keep it clean and to utilize the land for hay. In many flat prairie sec- tions there are " runs,'7 "draws," "sloughs" or natural waterways, through which the surface waters find their way, in the spring and at times of heavy rains, into drainage channels. Such drainage must usually be handled in surface drains, and even when the channel must in places have a depth of three feet, it will be cheaper and far better in the long run to make them with sloping sides not steeper than 1 in 2, or 12 feet wide at the top. If the work is done in the dry season, most of it can be accomplished with plow and scraper, and the earth moved back, smoothed down and seeded to grass so as to make it permanent, easily cared for, and not a serious obstruction. Where turns must be made in such drains, they should have a large curvature to prevent the water cutting into the bank. HOW WATER ENTERS TILE DRAINS The flow of water into the tile drains takes place through the walls of the tiles and through the joints made by abutting the ends together. It is a common impression that considerable space should be left between the ends of the separate tiles, in order that the water shall have opportunity to enter, and that it is quite necessary that the lengths of the tile shall be short, in order that there shall be sufficient space left for the passage of the water. 446 Irrigation and Drainage The facts are, however, that there is so ready a movement through the walls of ordinary tiles them- selves, and through the joints when they are made as perfect as possible, that every precaution should be taken in laying tiles to make perfect joints, in order that the silt and soil may be excluded, to prevent clogging the drain. A series of observations on 2 -inch Jefferson, Wis., tiles, relating to the rate of percolation through the pores in the walls, showed that under a pressure of 23.5 inches the discharge per 100 feet into the tile was at the rate of 8.1 cubic feet during 24 hours. This occurred when the walls were surrounded by water only. When the tiles were covered with a fine clay loam, so that water had to flow through 3 inches of this soil to reach the tiles, the discharge was reduced to the rate of 1.62 cubic feet per 100 feet of tile in 24 hours. It is plain, therefore, that with this poros- ity and with the openings at the joints, there is ample opportunity for the water to find its way into the drains after reaching them, and great pains should always be taken to make as close joints as possible. The use of collars to keep sediment from entering the joints is not a good practice. They will not, as a rule, fit closely ; they tend to encourage careless laying ; they increase the first cost, and the soil, if it works -under the collars so as to fill the space, will retard the entrance of water into the drain. Tile well made, with ends square and whole, if properly laid, make a sufficiently close joint. Gradient of Drains 447 THE FALL OR GRADIENT FOR DRAINS In most cases where drainage is required, the sur- face of the field is so flat that it is usually desirable to secure as much fall for the drains as it is prac- ticable to get, and so a careful study of the field should be made with a view to learning where the lowest land is and along what line the greatest rate of fall may be secured. This is a matter of the greatest importance, and the less the fall is the greater should be the attention given to it. If a fall of 2 inches or more in 100 feet can be secured, the conditions are favorable for good results. It often happens that less fall than this must be accepted, but this should be done only after careful leveling has proved a greater one impracticable. It will frequently happen that the line of lowest ground is quite tortuous, making the distance from the highest to the lowest point greater than to follow a straight line. When this is the case, and the fall very small, it may often be desirable to dig a little deeper in places, cutting off bends, and thus increase the fall. It will generally be true, however, that the main drain should follow the lowest line in order to secure as much fall for the laterals as possible, and this point is made the more important because the axis of each lateral should reach the main above its center, in order that water in the main shall not set back into it. Great pains should always be taken to get a per- 448 Irrigation and Drainage fectly uniform fall for the whole main or the whole of any given lateral, and the greatest care should be exercised to lay the tiles perfectly true to the grade when that has been determined. When this is done, there is the least tendency for sediment to lodge and clog the drain. It will not be possible in all cases to maintain a constant gradient, and when this is true it is best always to change from a less fall to one which is greater, because then any sediment which should be carried in the upper part of the drain will also be carried when the fall is increased ; but with the reverse conditions the lower fall must have a tendency to cause the drain to become clogged. Where a change from a larger fall to one less must be made, and the latter gradient is 3 inches per 100 feet or less, it will usually be prudent to place a silt basin where the change of grade oc- curs, as represented in Fig. 140. The silt basin, if the line of tiles is short and small, may be made by sinking an 8-, 10- or 12- inch tile below the level of the bottom of the ditch, and then notching another section of the same size, ^^^2^£±^ — Fig. 140. Silt basin. Size of Tile 449 so that it may receive the drain from above and be- low. The sediment brought will then be dropped in the still water of the basin, and may be removed from time to time. To bring the silt basin to the top of the ground, it will be best to use one length of the glazed sewer tile, because this will not be injured by freezing. Where the line of tiles is large, and much sediment is likely to be moved, the silt basin should be dug larger and bricked up. Silt basins should be kept covered to avoid accidents, and especially in win- ter, to prevent injury to the tile by freezing. SIZE OF TILE TO USE It is not possible to give specific directions for selecting the sizes of tiles which are best, except where all the details regarding the field to be drained are known. It may be said, in general, that their capacity must be large enough to remove the excess of water of the heaviest rains which fall inside of 24 to 48 hours, but how much this excess may be will vary between wide limits. If the tile are 3% to 4 feet deep, and the soil has been depleted of its moisture by a heavy crop, the cases are very exceptional when even a rainfall of 2.5 inches in 24 hours would produce much per- colation into the drains. It is the rains in the spring of the year which will most tax the drains, but it should be understood that so long as the water is moving quite rapidly through the soil it is sucking fresh air in after it, and there is little danger GO 450 Irrigation and Drainage to crops, and for this reason much smaller tiles are permissible than would otherwise be the case. It is when the ground water in a cultivated field becomes stagnant or stationary that poisonous principles are developed and suffocation for lack of air occurs. The greater the gradient or fall of the line of tiles, the greater will be its capacity and the smaller it may be for a given area. The area of cross- section of tiles increases in the ratio of the squares of the diameters ; thus for diameters of tiles of 2, 3, 4, 5, 6, 7, 8 and 9 inches, the areas will be 4, 9, 16, 25, 36, 49, 64, and 81 square inches, and hence, when running full with the same velocity, their capacities would be in the relations of the second series of numbers. The friction on the walls of the tiles, and the eddies which the joints and other ine- qualities tend to set up, reduce the velocity in the small tiles more than they do in the large ones, hence doubling the diameter of tiles considerably more than makes its capacity four times as great. The longer the line of tiles the less it is able to discharge when running full, but just how much the capacity is decreased by the length cannot be simply or accurately stated. In speaking of the proper size of mains, C. G. Elliott* states : " For drains not more than 500 feet long, a 2 -inch tile will drain two acres. Lines more than 500 feet long should not be laid of 2 -inch tiles. A 3 -inch tile will drain five acres, and should not ba of greater length than 1,000 feet, A 4 -inch * Practical Farm Drainage, p. 57. Size of Tile 451 tile will drain 12 acres ; a 5 -inch, 20; a 6 -inch, 40 ; and a 7 -inch tile 60 acres." In the earlier practice of underdraining with cylin- drical tiles, sizes as small as 1/4 inches were used for the laterals, leading the water into the mains, but the general tendency has been to abandon the smaller sizes and to use nothing less than 3 inches in diameter, even for the laterals. The labor of making the small sizes is nearly as great as that required for those 3 inches in diameter, thus leaving the differ- ence in cost chiefly that of the extra amount of stock used in the manufacture. But the 3 -inch size is so much safer to use than the smaller ones that the latter should generally be abandoned. The most seri- ous objection to the small sizes is the great difficulty in laying them so exactly to grade as not to have them silt up. The sizes of mains and sub -mains, the sizes of laterals, the lengths of each size used, and the dis- tance between drains, can best be shown by citing a specific case where the conditions to be met have been considered in making the selections and adjust- ments. The case selected was laid out under the supervision of C. G. Elliott, C. E., and is an 80 -acre farm in northern Illinois, where the soil is a deep, rich, black loam, approaching muck in its lowest places, and underlaid at a depth of 2.5 feet with a yellow clay subsoil. The fall of the main drains in this case is not less than 2 inches, per 100 feet, and at of the laterals is more rather than less. The diagram, Fig. 141, shows that the least distance 452 Irrigation and Drainage between laterals is about 150 feet ; an effort was not made to secure perfect drainage, but rather so nearly sufficient for ordinary crops as to make the increase in yield pay a fair return for the money invested. Fig. 141. Drainage system of 80 acres. Double lines represent mains ; single lines are laterals. Numbers give length of drains and diameter of tile. After C. G. Elliott. The double lines represent the mains and sub -mains; the single lines are laterals, and the numbers of three or more figures express the number of feet of each size used in the line against which they stand, while the single figures under these show the inside diame- ter of the tiles used. It will be seen that the main begins with 1,000 feet of 7 -inch tiles, carrying the water from 80 acres of flat land surrounded by comparatively level fields ; next follow 1,200- feet of 6 -inch tiles, then 600 feet of 5 -inch, the line closing with 157 feet of 4 -inch tiles into which no laterals lead, Outlet of Drains 453 THE OUTLET OF DRAINS Great pains should be taken to secure a clear fall at the outlet of a drain, placing it, if possible, where it will always be above water, as represented at A, Fig. 142, rather than as at B. If the outlet is beneath water, the checking of the velocity of outflow will cause sediment to be thrown down, and will soon clog the main. Care should also be taken to so guard the outlet from the trampling of animals that they shall Fig. 142. Proper and improper outlet of drains. A, proper outlet ; B, improper outlet ; C, proper junction of lateral with main ; D, improper junction. not break down the earth about it ; and against the effect of winter frosts and surface rains, tending to throw earth down over the mouth. In cold climates it will not do to terminate the main with the ordinary drain tile, as the action of the frost will soon crumble it down. A common plan is to make a wooden outlet, 16 feet long, out of 2 -inch lumber, thus holding the tile back beneath the sur- face sufficiently far to be safe against freezing. A much better termination of the main, however, and one which will be permanent, is glazed sewer tile, using not less than 10 feet of it. Lap -weld iron pipes 454 Irrigation and Drainage are also used for this purpose, but a section or two of the cast iron sewer pipe of the size of the main will be found better, because more durable. Where the laterals are connected with the mains, an effort should be made to introduce the branch above the axis of the main, and where there is fall enough to permit of doing so the method used exten- sively in Europe seems to be the best. This con- sists in perforating the top of the main Fig. 143. Method of connect- -IJ.IT /» ing lateral with main drain. and the bottom Ot After Jui. Kiihn. the end tile of the lateral, placing the two openings together, as represented in Fig. 143, but first closing the ends of the tile with a stone and ball of clay. This arrangement allows the lateral to empty itself completely into the main, and prevents it from becoming clogged with sediment by the setting back of water into it. Where connection is made direct with the side of the main, it should be done by approaching at an angle down stream, as shown at C, Fig. 142, rather than as at D. This can be done, even if the lateral is at right angles to the main, by curving the ditch gently for a rod or more as the place of junction is approached. With this mode of joining, the least interference is brought about when the two currents unite and there is the least tendency to clog. Obstructions to Drains 455 OBSTRUCTIONS TO DRAINS In all cases where water flows through the drain during any considerable portion of the growing season, care must be taken to avoid the presence of trees Fig. 144. Showing roots of European larch removed from a 6-inch tile drain, which they had effectually clogged. anywhere within three or four rods of the line of tile, otherwise the roots will find their way into the drain through the joints, and there branch out into a com- 456 Irrigation and Drainage plete mat of fine fibers, which will fill the whole drain .and by arresting the silt moving with the water, com- pletely closes it. In Fig. 144 are shown two bundles of roots of the European larch which entered and completely choked a 6 -inch main lying 5 feet below the surface, and where the trees were standing 15 feet away from the line. There are but few trees that will grow in such places which can be trusted near the drain, but the willow, elm, larch or tamarack, and soft maple are among the worst. It should be under- stood that so long as the water in the drain is flowing it is highly charged with air, and trees may even bet- ter immerse their roots in this than in the more stationary water between the soil grains, hence they do so wherever opportunity is offered, unless the water should be poisonous. LAYING OUT SYSTEMS OF DRAINS In preparing to drain a piece of ground of con- siderable extent, careful study should always be given to the best way of laying out the system so as ' to secure the greatest fall and the most complete drain- age with the least digging and the smallest number of feet of tile at the lowest cost. To do this, care must be taken to avoid laying the lines so as to bring their influence within territory already sufficiently drained by another line ; to make the outlets and junctions as few as possible ; to avoid the necessity of the more expensive large sizes of tiles, and of dig- ging more deeply than is required for good drainage. Systems of Drains 457 In Pig. 145 are represented diagrammatically two ways of laying out a system of drains for the same piece of land. The area drained is about 14 acres, and with lines of tile laid 100 feet apart, system A requires 625 feet of 4 -inch and 3,020 of 3 -inch tiles, while that of B makes necessary only 550 feet Fig. 145. Two systems of laying out drains. of 4 -inch and 2,830 feet of 3 -inch tiles to drain equally well the same area. Where long lines of tile must be laid in which more than one size will be required, three systems have been adopted, that represented in A, Fig. 145, already described ; a second, A, Fig. 146, and a third, B, in the same figure. In the case of A, Fig. 146, covering a section 2,000 feet by 900 feet above the 458 Irrigation and Drainage 3" 3" 3* " 3* 3* 3* 3" 3' line a a, there would be required 9,000 feet of 3 -inch tiles and 9,000 feet of 4 -inch tiles, with lines laid 100 feet apart ; but following the second system, B, it would only be neces- sary to lay 3,000 feet of 4-inch tiles, with 15,300 feet of 3 -inch. At 1 cent per foot for 3 -inch and 1.6 cents for 4 -inch tile, the difference be- tween the purchase price of the two sets of tile would be $33 in favor of the system B. The saving grows out of the fact that one line of 4- inch tile has "ample ca- pacity to drain not only Fig. 146. Two systems of laying ont drains, ^he Strip of ground it traverses, but at the same time to discharge the water gathered by the three lines of 3 -inch tile emptying into it from the upper half of the field. It will be observed that in both diagrams the nine lines of tile have been brought to one outlet in the stream, rather than to make them all separate, as might be done in A, or to make three outlets, as could readily have been done in the case of B. To have finished the system with three outlets would not have been a bad or expensive plan, but to have as many outlets as there are lines of tile is not generally to be recommended. Intercepting Underflow 459 In actual practice, it will usually be found that no single system, such as has been represented, can be used alone, but rather a combination of them in various ways growing out of the irregularity of slopes and surface conditions. INTERCEPTING THE UNDERFLOW PROM HILLSIDES Cases are not infrequent where seepage from the high lands surrounding a flat area approaches so close to the surface at the foot of the rising ground that a single line of underdrains placed here at a good Dl Fig. 147. Structural conditions producing swamp lands by underflow, and methods of intercepting the underflow. depth will so completely intercept the underflow as to make little other draining needed. The structural conditions which render underdrainage in such cases needful, the method of accomplishing it, and the underlying principle, are represented in Fig. 147. In this case the comparatively impervious rock bottom of the valley holds up the water and forces 460 Irrigation and Drainage it to spread laterally and to underflow the low ground through the sandy stratum covered by the closer textured layer above, and to rise up through that soil layer, both by hydrostatic pressure and by cap- illarity, and thus keep it too wet for agricultural purposes. But when tiles are placed at A and B, at the foot of the high lands on both sides, the water can more easily escape into the drain than it can flow on through the sand stratum, and the result is, the pressure which before was forcing the water beyond A to the left and beyond B to the right may now be so nearly all absorbed by the flow of water into the tile drains that no more water reaches the flat land between them than is needed to meet the demands of vegetation and surface evaporation. The case is exactly similar to what is shown in the lower portion of the diagram ; here it is plain that if water is allowed to discharge at C and D nearly as fast as the pipes can bring it from the reservoir, there would be little left to pass on and escape through openings beyond, while if C and D are closed, the full pressure would operate to increase the discharge at lower openings, as at E. DRAINING SINKS AND PONDS It frequently occurs that low places are entirely surrounded by such high lands as to make it difficult to provide an outlet for the surface water which col- lects in them, especially during the winter and early spring, keeping them too wet for agricultural purposes. Draining Sinks and Ponds 461 Where the water collecting in such places is largely from surface drainage, it is frequently possible to reclaim them by intercepting the water and divert- ing it around the sink in the manner suggested in Fig. 148, where A B represents a surface ditch taking the water from the higher land above. It is frequently true that such low places without natural outlets are underlaid with well drained beds of coarse sand and gravel, and in such cases, if the volume of water is not and if the \ •Figt 148p Method of intercepting surface drain- age. A, B, surface ditch. bed of sand and gravel beneath it is thick and only 10 to 15 feet from the surface, a well sunk into the sand and gravel and stoned or bricked up may serve as an outlet for under or surface drains. Instead of curbing the well, it may be simply filled with loose stones to within 3 feet of the surface, covering these with smaller ones and finally with gravel and then sand, leaving the surface unobstructed. Unless the approach to this drain is so gradual that there is no danger of fine silt being deposited over it, it would be better to have this in a shallow sink surrounded by a slightly higher border, grassed over 462 Irrigation and Drainage to hold back the water and throw down the sediment before reaching this place, as shown in Fig. 149, where a pit has been sunk into the porous gravel below and broadened at the surface to give more area for percolation through the finer material at the top. There are also represented lines of underdrains leading to the filter outlet, which might be needed in order to bring the land quickly into the best condition. If necessary, a line of such wells may be formed in a surface ditch or depression, and thus increase the capacity. THE USE OF TREES IN DRAINAGE In some instances where sinks without available outlets are to be drained, and where the method illustrated in Fig. 149 cannot be used, it is pos- ^il^itllMlMi^,,, .„,, .^.jujMfcA^i.. t>.../> JL ,1Vir, Ji. A. .u,,ji A Ji. 4iiJijrfMLtlt.t..v..^i.WMii* Fig. 149. Method of draining sinks. sible to throw up lands of higher ground with deep, open ditches between them, in the lowest portion of the sink, into which the other ground may be drained, and then plant water -loving trees, like the willow or larch, on the sides of the ditches, where, by their Draining Sinks and Ponds 463 rapid growth and large evaporation of moisture through the foliage, considerable amounts of water will be removed. The most serious objection to the method is the fact that the trees will not render their greatest service early in the season, and may not fit the ground for early crops other than grass. THE USE OF THE WINDMILL IN DRAINAGE In such places as those under consideration in the last two sections, a good windmill may be made to drain a considerable area of ground where only the Fig. 150. Method of draining sinks by wind'power. underflow must be handled, and where the lift need not be more than 20 feet. If the water is to be raised to a level at which gravity will remove it, then a sump or reservoir should be sunk in the ground as near the place where the water is to be disposed of as practicable, deep enough to hold the drainage of two or three days when, for lack of wind, the mill may be idle. In order that the mill may work during the winter also in cold climates, the pump may be placed in a 464 Irrigation and Drainage well, as in Fig. 150, into which the main drain, A, discharges, and from which there is an overflow, B, to the reservoir. The object of the well is to place the pump under conditions where it will not freeze in the severest weather, and thus prevent the ground from becoming over- saturated at any season. The water may be made to discharge through an under- ground drain connected directly with the pump, as at C, or a flume- box above ground may be used, as is most convenient. It might even be practicable to have this drainage water discharged into a reservoir and used for irriga- tion at a lower level during the dry season of the year, or it would be practicable to discharge it into a series of tiles laid 2 feet below the surface on a section of higher ground which is naturally well drained, and thus sub -irrigate this at the same time the low place is being drained, the two systems caring for themselves continuously. LANDS WHICH MUST BE SURFACE DRAINED There are many ancient lake bottoms now consti- tuting wide stretches of very flat country underlaid by heavy deposits of a very close lacustrian clay, through which water percolates with extreme slowness. Such lands must generally be surface drained, not only because it is difficult to find adequate fall for proper outlets for underdrains, but because the water would not reach underdrains quickly enough to meet the demands of crops unless the lines were laid closer together than could be afforded. I Surface Drainage 465 Even through a clay loam* it may require 24 hours for 1.6 inches of water to percolate through a stratum of soil 14 inches deep when the surface is kept under 2 inches of water, and since the rate of percolation is somewhat nearly proportional to the length of the column, 2 days would be required for the same flow through 28 inches, and about 13 days through 15 feet, the distance the water would have to travel with underdrains placed only 30 feet apart. But the sub- soils of the lands in question are much closer than the loam cited, so that the best which has yet been done for such soils is to plow them in narrow lands, with the dead furrows extending along the slope of the fields in such a way that the excess of water may be quickly led away into the streams or open ditches. It is true that the tillage and heavy cropping of such soils, especially during dry seasons, tend to cause the clay subsoils to shrink into cuboidal blocks, and thus facilitate underdrainage ; but the long years which some of those lands have been under such treatment without marked amelioration appear to leave little hope of ever bringing them under thorough drainage in this way. There are other flat sections of country, with more open soils and subsoils, where sufficiently deep open ditches may be provided to serve as outlets for under- drains, and lands be thus thoroughly reclaimed. Such is the case in Illinois, and Fig. 151 represents six square miles of land treated in this way. In this figure the double lines represent deep open ditches, the single lines *The Soil, p. 171. DD 466 Irrigation and Drainage underdrains, and the small squares cover 40 acres each. Another drainage system of this sort in the same state is found in Mason and Tazewell counties, where by a cooperative plan the open ditches have been dug Fig. 151. Plan of drainage of lands of the Illinois Agricultural Company, Rontoul, Illinois. After J. O. Baker. The smallest squares are 40 acres; double lines show open ditches; single lines are tile drains. and the expense divided among the landowners in proportion to the benefits derived. The work was begun in 1883, completed in 1886, and has 17.5 miles of main ditch 30 to 60 feet wide at the top and 8 to 11 feet deep. Leading into these mains there are five laterals 30 feet wide at the top and from 7 to 9 feet deep, the whole system embracing 70 miles of open ditch, excavated for the express purpose of providing outlets for underdrains after the manner of Fig. 151. CHAPTER XIII PEACTICAL DETAILS OF UNDERDRAWING To do the best work in underdraining requires not only a thorough knowledge of the principles, but an extended practical experience in laying out systems of drains. ,The man who has a thorough grasp of this business, and is experienced in laying out work and in the use of precise instruments for leveling and establishing grades, can, with the aid of eye and instruments, determine rapidly and accurately in the field the best place for the mains and sub -mains with- out making a detailed survey ; and where large areas are to be drained, especially if the fall must be small, it will usually be safer, better and cheaper to employ some man of experience who can be trusted to do the work of leveling, determining grades and accurately staking out ready for the ditcher both mains and lat- erals. Indeed, if a considerable amount of work is to be done, it will in most cases be better and cheaper in the end to entrust the whole job to a man who makes underdraining his business, and who employs and superintends his own crew of trained men. The mat- ter of ditching, even, is so much of an art that both intelligence and experience are required to do it well. (467) 468 Irrigation and Drainage So true is this, that a good drainage engineer employs his men by the season or longer, if possible, and divides his work among them in such a way that each man does only one kind of digging. In this way each one becomes an expert in his place, doing more and better work with less effort than is possible in any other way. The man who finishes the bottom of the ditch and the man who lays the tiles must not only be skillful, but must be thoroughly trustworthy and patient, or faulty work will be done. The work is often so unpleasant, defects are so easily covered from inspection, and it will be so long before they could be discovered and the responsibility properly placed, that only men of peculiar fitness should ever be trusted with it. These men must be well paid, they must not be crowded, and there must be nothing else to take their attention. When the right sort of man has been secured for this work, and has been trained to it, he is far more to be trusted than almost any farmer, even for whom the work is to be done, because the farmer will have so many other things to take his attention, and he will be so anxious to have the job off his hands, that his patience will not per- mit him to take the necessary time to get every joint of the 100,000 just right before it is left. Important drainage work, then, should be left to expert men wherever practicable. It is very important that the farmer who has land to drain should thoroughly appreciate these essential conditions for safe work, not only to prevent himself from undertaking what he cannot hope himself to do Drainage Levels 469 well, but, what is more important, that he may be able to recognize the essential qualities in the man who will place the tiles, and satisfy himself that he possesses them. It will often happen, however, that drainage experts cannot be had, and there may be small areas to drain, involving relatively but small expense, where the farmer may do his own work or super- vise it. METHODS OF DETERMINING LEVELS Where the services of a man with instruments for determining levels for lines of drains cannot be had, there are various simple means for doing this work which may be employed „ « where great accuracy is not H ^^ Jt required, and among these ^-i perhaps the safest is the water-level, represented in Fig. 152. This may be made of %-inch gas pipe, with two elbows and a T, as shown in th6 sketch, the standard being sharpened by a black- smith or by inserting a wooden point. In the two elbows, which are about four feet apart, there are cemented short pieces of glass tube, or slender phials, %-inch in diameter, with the bottoms broken out, and provided with corks, To use the instrument, the tube is filled with water colored with bluing or ink, so as to show in the two tubes of glass, when the arm is horizontal. By forcing the foot Fig. 152. Construction of a water-level. 470 Irrigation and Drainage of the instrument into the ground until it stands firmly, and removing the corks, the water will come to a level at once, so that if the operator stands back about four feet he may sight across the two surfaces to determine differences of level. If one uses this instru- I / Fig. 153. Four forms of drainage levels, with target-rods. ment with care, avoiding too long ranges, good work may be done with it. A carpenter's level is sometimes mounted in a similar manner and used, but it is not as safe a device, because the level itself is liable to be in error Use of Drainage Levels 471 and there will be errors in deciding when it is set exactly, whereas the water-level can never be in error, and automatically adjusts itself at once, the only chances for error being in taking the sights. Other forms of drainage levels are represented in Fig. 153. LEVELING A FIELD If the field has but small fall, and is quite flat and even, so that the inexperienced eye fails to detect the direction of greatest slope, it will usually be safest to check it into squares of 50 or 100 feet, driving short stakes at the several corners, whose elevations may then be determined. To do the leveling, set the instrument at a, Fig. 155, midway between stations 1-1 and 1-2, having first provided a notebook, ruled as indicated in the table below. Turning the level first upon 1-1, its distance below the instrument is read on the target -rod held upon that stake, and the result, 4 feet, is recorded in the table in the column headed "back-sight." The instrument is next directed to 1-2 and its distance below the level found to be 3.8 feet, which shows that its elevation must be 4 ft.— 3.8 ft.=.2 ft. above that of station 1-1. This reading of the target- rod is entered in the column headed "fore -sight." In the column headed " Elevation " the first station is given arbitrarily a value of 10 feet, as is customary to avoid minus signs, and on the same plan station 472 Irrigation and Drainage 1-2 will have an elevation of 10.2 feet, as stated in the table. Table giving data obtained in leveling field, Fig. 156 Station Back-sight Fore-sight Difference Elevation 1-1 4 10 1-2 4.2 3.8 .2 10.2 1-3 3.8 4 .2 10.4 1-4 4 * 3.6 .2 10.6 1-5 3.9 3.8 .2 10.8 1-6 4 3.7 .2 11 II-6 3.8 3.98 .02 11.02 II-5 3.9 3.995 .195 10.825 II-4 4 4.095 .195 10.63 II-3 4.1 4.19 .19 10.44 II-2 3.9 4.26 .16 10.28 II-l 3.8 3.98 .08 10.2 III-l 4 3.6 .2 10.4 III-2 3.9 3.96 .04 10.44 111-3 4.2 3.775 .125 10.565 III-4 4.1 4.045 .155 10.72 III-5 3.8 3.93 .17 10.89 III-6 4.1 3.625 .185 11.075 iV-6 4 4.185 .085 11.16 1V-5 3.84 .16 11 The level is now moved to & and the distance of [-2 below it again measured and found to be 4.2 feet, which is entered in the notebook under " back-sight," and the instrument turned upon 1-3, where the read- ing is found to be 4 feet, and entered in the table. The difference between the fore- and back-sights, placed in the column headed " Difference," shows how much higher one station is than another, and when the first is added to the elevation above datum, 10 Use of Drainage Levels 473 feet, at station 1-1, it gives 10.2 feet, or the elevation of station 1-2 above the same plane. The difference, .2 feet, between stations 1-2 and 1-3 added to the elevation of 1-2, gives 10.4 feet, or that of station 1-3. In this manner the instrument is moved forward step by step until measurements from e have been made, when the level is next set at /, and back- and fore -sights taken and entered, as shown in the table, so as to connect the observations of the first line with those of the second line of stations. Proceeding to g, the steps described are repeated by moving back through &, i, j, Jc and I to m, and so on until the elevations of all the stations have been determined and entered in the table. It will be Fig. 154. Method of leveling. observed that when proceeding from higher to lower levels it is necessary to subtract the value in the column of differences from the elevation of the station preceding it, in order to obtain the elevation of the station for that difference. In Fig. 154 is shown the method of leveling described where the different positions of the level and of the target along one line are shown in ele- vation. 474 Irrigation and Drainage LOCATION OF MAIN DRAINS AND LATERALS After the notes of the field leveling have been obtained, and the elevations computed from them, these may be transferred to a diagram of the field, as YI V IV III II I — 6 Fig. 155. Leveling for a contour map of field to be drained. in Fig. 155, where they will show at a glance the' slope of the surface, and where the mains must be placed in order to secure the greatest fall, both for them and for the laterals. It will be seen that station VI -6 is the highest point in the field, while 1-1 is the Location of Mains and Laterals 475 lowest, and that if a straight main were laid through these two points it would be given the course along which surface water would naturally flow, which is also the direction of steepest slope. The dotted lines in the figure are contours, or Fig. 156. Arranging drains to secure the maximum fall. lines of equal elevation, and as in this case these are circumferences of circles with centers at station 1-1, it is clear that the shortest distance between any two contours will be measured along their radii, and hence, that there also will be the greatest fall. Since the diagonal line from VI- 6 and the lines I and 1 476 Irrigation and Drainage are each a radius of a circle from the same center, 1-1, the fall along each will be the]*same, namely, 2.4 inches per 100 feet ; hence, to drain this piece of land, three mains may occupy the positions of these three lines, meeting at station 1-1. But if laterals are to be placed 100 feet apart, these could be given about as great a fall if they were to connect with the diagonal as a main, and take the positions indicated by the two right -angle systems of lines in Fig, 155, I, II, III, IV, V, representing laterals on the upper side of the main, and 1, 2, 3, 4, 5 on the lower. If, however, drains were to be placed 50 feet apart, then the most rapid fall could be secured and the least amount of tile would be required, by arranging the laterals as shown in Fig. 156, where the same area is represented with the contour lines drawn 100 feet apart horizontally and .2 foot vertically, as they are also in Fig. 155, and where the heavy ruling repre- sents main drains and the light ones laterals. STAKING OUT DRAINS When the location of mains and laterals has been determined, the next step in the practical work is staking out the drains. There are various methods of doing this, but one of the best is as follows : Short stakes, about 8 to 10 inches long, called grade pegs, are provided, and another set upon which records can be made with lead pencil, longer than the others, and called finders. With a tape line or chain and hatchet, the work begins by laying off along the main, begin- Laying Out Drains 477 ning at the outlet, intervals of 50 feet, at • each of which a grade peg is set about 12 inches to one side of the center of the ditch, where they will not be disturbed, driving them down flush with the surface of the ground. About 6 inches farther back from the line of the ditch a finder is also set. Sub -mains and laterals are staked off in a similar manner, and when this is done the work of leveling for digging the ditches may begin. DETERMINING THE GRADE AND DEPTH OF THE DITCHES The determination of the levels of the grade pegs should begin at the outlet of the main, and proceed in the manner already described in leveling the field, enter- ing the figures in a table prepared in the notebook, as shown below : Table showing field notes for determining depth of ditch and grade of drain Depth of Station Back-sight Fore-sight Difference Elevations Grade line ditch Outlet 7 .... . . . 7 7 0 0 4 3 10 7 3 50 3.97 3.87 .13 10.13 7.12 3.01 100 4.2 3.83 .14 10.27 7.24 3.03 150 4.1 4.08 .12 10.39 7.36 3.03 200 3.95 3.99 .11 10.5 7.48 3.02 250 3.87 3.82 .13 10.63 7.6 3.03 300 4 3.69 .18 10.81 7.72 3.09 350 4.25 3.83 .17 10.98 7.84 3.14 400 4.08 4.1 .15 11.13 7.96 3.17 450 4.05 3.96 .12 11.25 8.08 3.17 500 3.97 3.95 .1 11.35 8.2 3.15 550 3.75 3.97 . . . 11.35 8.02 3.03 600 .... 3.74 .01 11.36 8.44 2.92 478 Irrigation and Drainage Referring to 157, which is a profile of the data in the* table, A is the outlet of the drain; the first stake set is marked 0, the second 50, etc., up to 600, the numbers expressing the number of feet from the out- let. The datum plane is chosen 10 feet below the Fig. 157. Determining grade line and depth of ditch. surface of the ground, at station 0, and the ground here is 3 feet above the bottom of the drain, which leaves the outlet 7 feet above datum, as stated in the table, which is also the elevation of the grade line at this place. Referring to the table, in the column of elevations it will be seen that the surface of the ground at 600 feet from the outlet is 11.36 feet above datum plane, while the outlet is 7 feet above, making a total fall of 11.36 — 7 = 4.36 feet. If it is decided to give the drain a fall of .24 foot, Laying Out Drains 479 or 2.88 inches per 100 feet, it will be necessary to place the bottom of the tile, at 600 feet from the outlet, 6 X. 24 = 1.44 feet higher than the outlet; that is, 7+1.44 = 8.44 feet above datum plane ; but as the surface of the ground at the 600-foot station is 11.36 feet above this plane, as given in the table, it is clear that the ditch must be dug at this place 11.36 — 8.44 = 2.92 feet deep, as written on the finder stake in Fig. 157, and as given in the table of field notes in the column headed "depth of ditch." Since the grade line rises .24 foot per 100 feet and .12 foot per 50 feet, the data in the table under "grade line" are obtained by adding .12 foot to 7 feet, the distance of the outlet above datum, for the 50 -foot station; twice .12 foot to the second or 100 -foot station, etc. The numbers in the column of differences are obtained by subtracting the front -sight from the back- sight, taken with each setting of the level, and these differences, added to the height of the lower station, give the elevation of the higher station above datum plane, thus: 4 — 3.87 =.13 feet; and this amount, added to the height of the back- sight station, gives 10 + .13 = 10.13 feet as the elevation of the 50 -foot station, and subtract 480 Irrigation and Drainage ing from this elevation that of the ^bottom of the proposed ditch at this place, there is obtained 10.13 — 7.12 = 3.01 feet, or the depth which the ditch must be dug at this station, and it is the custom to write these depths on the finder stakes, to serve as the guide to the ditchers in digging, as represented in Fig. 157. These values are given in feet and hundredths rather than in feet and inches, because it is much simpler to make the calculations in this way. The target -rod should be made to read in this way rather than in feet and inches, and if the farmer makes his own this may readily be done by first dividing the rod into feet and then, taking a pair of dividers, set them so as to space off ten equal divisions within each foot. The tenths of a foot may then be subdivided in the same manner into ten equal divisions, or hundredths of a foot. Where a level without a telescope is used, the measuring rod should be provided with a sliding target, as shown in Figs. 153 and 158, which may be moved up and down by the target man, as directed, to mark the elevation indicated by the instrument. The best target is provided with an opening in front of the rod, which permits the figures to be seen at the junc- tion of the cross lines of the target. In taking the elevations, the tar get -rod should always be set upon the grade peg, and all subsequent measurements in digging should also be made from these pegs, which are driven in flush with the surface, Changing Grade 481 not only that they may represent its true level, but also to avoid danger of the pegs being disturbed. MORE THAN ONE GRADE ON THE SAME DRAIN It very frequently happens that the surface of the land to be drained is such as to make it impracticable to lay out the whole of a main or of a lateral with the same amount of fall throughout. Let it be supposed that at the end of the 600 feet represented in Fig. 157, the ground continued rising backward at a slower rate for 500 feet more, as the figures show it had begun to do, and that in the 500 feet the rise was only six inches. In order to avoid digging too deeply in some portions of the line, or of placing the tile too close to the surface at others, it is necessary to change the grade, and the new grade will be found by divid- ing the total fall .5 feet by 5, the number of 100 feet, which gives .1 foot, and half this amount instead of .12, is what would be added at each 50-foot station, in order to get the new grade line elevations. DIGGING THE DITCH It has been pointed out that practice is required in order to dig a ditch well, rapidly and easily. It is further necessary to have suitable tools for the pur- pose. First in importance is the ditching spade, two forms of which are represented in Fig. 158. These spades have blades 18 inches long, narrower than the common tool, and strongly curved forward, to give 482 Irrigation and Drainage greater stiffness, and to permit them to be thin and light. The solid blade gives better satisfaction generally than the other form shown in the cut. Besides the spade, there must also be the tile hoe, or scoop, for cleaning out and grading the bottom of Fig. 158. Some drainage tools. the ditch, fitting it for the tile, different widths being used for different tiles, as shown in the cut. Some of these scoops are made with adjustable handles, per- mitting the blade to be set at any desired angle, so as to be used from the last spading of earth in the ditch or from the top. Fig. 159. Commencing a ditch. Fig. 160. Removing the last two spadings.from the ditch. Fig. 161. Bringing the ditch to grade line with tile hoe. Fig. 162. Placing tile with tile hook. Digging the Ditch 485 When digging begins, a strong line is stretched about 4 inches back from the side of the ditch and a narrow cutting made, seldom necessarily more than 12 inches wide, as shown in Fig. 159, the effort being to remove as little earth as possible. The sides are cut true to line to begin with, and maintained so to the bottom, in order that a straight bed may be finished to receive the tiles. When the ditch is deeper than 4 feet, it is necessary to make it a little wider at the top but not much, as will be seen in Figs. 160 and 161, where the first shows the men in line cutting a ditch 4.5 to 5 feet deep, while the second figure shows another man following with the tile hoe, working from the top, cleaning out the bottom and bringing it to grade line. The line which is seen in Fig. 161, stretched along the ditch, is placed parallel with the grade line some whole number of feet above it, and is used by the man to measure from when finishing the bottom. The line is a slender but strong cord, which may be stretched tightly, so as not to sag. In the case in question, the man determined his depths with the measuring rod in the foreground, his long expe- rience enabling him to dispense with a sliding arm, which is generally used, forming a right angle with the rod and long enough to reach the grade line. In Fig. 162, the last man is using the tile hook, shown second from the right in Fig. 158, to lay the tile in place. This ditch, although for 6 -inch tile, laid 4.5 to 5 feet deep, is scarcely more than 15 inches wide at the top, as the length of the tile placed across the ditch for a scale shows. 486 Irrigation and Drainage These men never get into the bottom of the ditch, and yet the tile are laid with great accuracy and turned about with the hook until close fitting joints are secured. It is preferred by some to lay the tile by hand, the operator standing on the tile, which are covered with earth 4 to 6 inches deep as rapidly as placed, using the wet clay last thrown out, or some taken from the side of the ditch, which is thoroughly worked in about the tile, care being taken not to get them out of alignment. By whatever method the tile are laid, the greatest care must be observed in secur- ing close joints and in covering them, to see that they do not become displaced. The work should begin at the outlet with the lay- ing of the main, and proceed backward to the first lateral, when this should be started and the junction made at once, laying two or three tile of the lateral before proceeding further with the main. If junction tile are not used, the opening through the walls for the connection is made with a small tile pick with a sharp point, and great care should be taken to make a close connection by shaping and fitting both pieces together and covering the joint with stiff clay, well packed about it. If for any reason the line of tile is left, as at night or over Sunday, the open upper end should be plugged with a bunch of grass or covered with a board, to prevent dirt being washed into the line in case of rain. When the end of the line is reached, the opening of the last tile should be closed with a brick or stone. Filling the Ditch 487 It is very important to get the dirt well filled in about the tile and at the same time well packed, in order that large open water channels may not exist through which streams of water may flow in sufficient volume to carry silt into the tile through the joints, and also in order that open channels may not exist outside and under the tile along which streams may gather and flow. The clay soil, usually last taken out of the ditch, is the best for this purpose. Fig. 163. The start and finish of tile draining. Various methods of filling the ditch, after the first covering of the tile, are in use, and Fig. 163 repre- sents one, where a plow is drawn by a team working 488 Irrigation and Drainage on a long evener. Where a road scraper is available, this makes a good tool for finishing up with after the line is filled enough to cross with the team. Another method of filling, where the work is done by hand, is to tie a rope to the handle of a broad scoop, which is worked by a man across the ditch, while another guides the shovel as though not assisted by the man with the rope. In this way the dirt is filled in rapidly. Still another method is to use a team on a wide board scraper provided with handles, drawing it toward the ditch, the team being attached by means of a long rope and working on the opposite side of the ditch, the filling being done by driving forward and then backing, the man holding the scraper pulling the tool back. When quicksand is encountered in laying tile, it may be necessary to brace the sides of the ditch to prevent caving, when digging. This may be done by driving sticks in between two pieces of board, thus holding them against the opposite sides of the ditch. It is occasionally true that the bottom is so soft from quicksand that the tile cannot be laid to grade, and in such cases a fence board may be placed on the bottom and the tile laid upon this. In other cases the ditch may be dug a little below grade line, and the bottom covered with clay, if that is available, so as to form a foundation upon which to place the tile. It will sometimes be true that a quicksand spot will become sufficiently firm to lay across if it is permitted to drain three or four days, Cost of Underdrawing 489 and the level of the ground water be thus lowered. The reason for this is that the quicksand character is due to the water being forced up through the fine sand, wrhich has little adhesion between its grains, and the water tends to float the sand, thus causing it to run with unusual freedom ; but when the water is given time to drain away, so that the sand is no longer full of it above the bottom of the ditch, it becomes firm, and the tile may then be laid. COST OF UNDERDRAINING It is not possible to give the cost of draining land without knowing all of the details which go to make up the total expense ; but certain general statements may be made, which will enable any one to compute for himself what the cost is likely to be. In the case represented by Figs. 159 to 163, the work was done by a professional drainage engineer at an average cost of $3 per 100 feet for digging and laying the tile, and 30 cents per 100 feet for filling the ditches, thus making the labor after the tile had been placed upon the ground $3.30 per 100 feet, including the board of the men. The ground drained in this case was such as to represent about average conditions, where the spade may be readily put into the soil with the pressure of the foot, where no stones or quicksands are encountered, and where the main has a depth of 3 to 5 feet, and the laterals an average depth of 3 feet. In the case represented in Fig. 141, Mr. Elliot gives the cost of the different items as expressed in the table ;which follows: 490 Irrigation and Drainage Cost of main drains per 1,000 feet Digging, laying Cost No. of feet Size Depth Tile and filling Total per rod 1,000 7 in 5 ft. $60.00 $37.20 $97.20 $1.60 2,700 6 in. 5 ft. 40.00 36.60 206.82 1.26 850 Sin. 4ft. 30.00 24.20 4607 .89 Cost of lateral drains . 8,280 4 in. 3.5 ft. $20.00 $20.00 $331.20 $0.66 7,030 3 in. 3 ft 13.20 20.00 233.40 .55 Total $914.69 It will be seen from this table that the cost of draining 80 acres, as represented in the figure, averaged $11.43 per acre where everything was counted. It will be seen that the cost of mains was from two to three times as much as laterals of 3 -inch tile, and hence, that the larger and longer the mains must be made the more expensive relatively the draining will be. Depth of ditch f 3 feet 5-inch J 4feet 5 feet L 6 feet 3 feet 6-inch^ 4feet 5 feet 6 feet 3 feet 7-inch^ 4feet 5 feet 6 feet 3 feet 8-inch^ 4*"* o feet 6 feet Cost of mains per 100 feet Cost of digging Cost of filling Total cost id laying Cost of tile ditch per 100 f e $1.50 $3.00 $0.30 $4.30 2.00 3.00 .42 5.42 3.00 3.00 .60 6.60 4.50 3.00 .75 8.25 1.50 4.00 .30 5.80 2.10 4.00 .42 6.52 3.00 4.00 .66 7.66 5.10 4.00 .78 9.88 1.80 6.00 .36 8.16 2.40 6.00 .48 8.88 3.00 6.00 .72 9.72 5.70 6.00 .90 12.60 1.92 8.50 .42 10.84 2.58 8.50 .54 11.62 3.90 8 50 .78 13.18 6.00 8.50 1.00 15.52 Peat Lands 491 We quote this table regarding the cost of mains, as estimated by Mr. Elliot, where the price paid for good ditchers is $2 per day; but in this estimate the board of the men is not included, neither is the cost of hauling the tile from the station to the field. This same writer estimates the cost of 3 -inch lat- erals, placed 3 to 3.5 feet deep, at $2 per 100 feet for the digging, laying and filling, and tile at the present writing would add another dollar, making $3 per 100 feet, not including board or hauling the tile. The cost per acre wrill, of course, vary with the distance between lines of tile, and will increase very nearly in proportion to the number of feet of tile used. PEAT LANDS There are many marshes underlaid by beds of peat not yet well rotted ; peat so free from silt and so fibrous in texture that when dry it could be used for fuel. Where fields are underlaid by such beds having a depth of three or more feet, they are not likely to become at once productive if well drained. On the other hand, where the peat deposit is only from 6 to 18 inches deep, there are likely to be better returns from thorough drainage. In the first class of cases referred to, underdrain- ing is not usually to be recommended as the first step toward improvement. The difficulty lies in the fact that when peat beds are drained they shrink greatly in volume, thus lowering the surface in a 492 Irrigation and Drainage marked degree, and if underdrains were laid at once, the lines of the tile would ultimately be found too close to the surface. It is, therefore, usually better in such cases to drain first with open ditches, plac- ing them where ultimately they may be deepened and converted into underdrains. The surface ditch- ing will dry out the marsh to a considerable extent, and permit the needed decay and shrinkage of the peat to take place, although several years may be required for this. If the peat is very coarse and thick, and if little vegetation grows upon it, it may be well to burn it over several times when not too dry, in order to increase the silt and ash in the soil and to hasten the shrinkage. The ash thus formed will so much improve the texture of the surface as to very mate- rially assist in getting a crop started upon the area. It is very important to get a crop started upon the soil as soon as practicable, because this greatly facili- tates and hastens the rate of decay. This should be done, even though it may not be remunerative in any other way than that of improving the texture of the soil. INDEX Acre-foot, 239. Acre-inch, 239. Aermetor, windmill, 313; pump, 316. Air, in the soil, 7, 182; humidity, 40, 44, 50; required by clover, 49; by corn, 185; interferes with percolation, 333; need of in soil, 182, 370, 418; lack of in puddled soil, 334: changes in tem- perature and pressure influence ven- tilation, 420. Alfalfa, roots, 233; irrigation, 237, 346, 348 ; utilizing waste water, 379. Algeria, irrigation, 85, 238 ; duty of water in, 212; artesian wells, 85. Alkali, composition, 278; accumulation, 223, 266, 270, 272, 274, 284; cause of in- juries, 270, 416; accumulation by in- tensive farming, 274, 284; amounts in- jurious, 275, 278; develops soonest in clay soil, 286 ; correction by land plaster, 280, 284, 287; distribution in soil, 282; influenced by tillage, 284; influenced by roots, 284; cause of abandonment of ancient irrigation systems, 289; geographical distribu- tion, 272; formed by canal seepage, 294 ; soils which soonest develop alkali, 286 ; cause of puddling, 335. Alkali lands, 269, 416; alum spots, 269; soluble salts, 269, 276 ; character of vegetation, 281; land plasters, 280, 284; improvement by drainage, 223, 284, 288; ultimate remedy drainage, 288. Alkali salts, 266; kills barley, 276; see Alkali. Alkali water, unsuitable for irrigation, 266, 284, 285; correction before use, 287. Alum spots, 269. Animal power for irrigation, 328. Ants, work in soil ventilation, 419. Apple, roots, 231. Argentina, irrigation,^. Arid climate, efficiency of rainfall, 4, 104; accumulation of alkalies, 272. Armenia, irrigation, 84. Artesian wells, in Sahara. 85; in Ha- waii, 86. Assyrian irrigation, 67. Australia, irrigation, 81. Austria-Hungary, irrigation, 75. Baker, J. O., 466. Barker, F. C., 236. Barley, water used, 21, 24, 34, 46, 235; available rainfall, 124 ; yield, 129 ; yield increased by irrigation, 110 ; second crop, 130, 179; number of irri- gations, 235; on alkali lands,!276. Barrens, 114. Basin irrigation, 387, 390 ; Egypt, 288. Bavaria, irrigation, 76. Bear valley dam, 302. Belgium, water-meadows, 362. Blackberry irrigation, 383. Black marsh soil, mulches, 201 ; alkali, 269, 273; vegetation, 281. Boussingault, 49. Breathing of plants, 47, 182; pores, 51. Bucket pump, 316, 319, 325. Busca canal, 210. Cabbage, irrigation, 387 ; yield in- crease^, by irrigation, 110; effect of supplementing rainfall in Wisconsin, 175. (493) 494 Index Canal, ancient, 67; Busca, 210; Ceylon, 81; Doab, 80; Egyptian, 68; Eu- phrates, 68; Forez, 72 ; Gattinara, 210; Great Imperial, 71; Ganges sys- tem, 80; India, 79 ; Indus valley, 81; Ivrea, 209; West and East Jumna, 80; Kern Island, 292 ; Nahrawan and Dyiel, 69; Nira, 78 ; Santa Ana, 297; Sirhind,291; Soane circle, 80; cement, 300, 412 ; dangers, 295 ; sewage, 410, 412; stone, 410. Canvas dam, 339, 341, 355. Cape Colony irrigation, 85. Capillary spread of water, 161, 330, 375. Capillarity, rate in sand and loam, 148. Carbon dioxide, consumed by clover, 49 ; possible insufficiency in close planting, 185; in soil ventilation, 419; consumed by maize, 185. Carpenter, L. G., water-meadows, 219; seepage from reservoir, 323 ; water divisor, 245. Catch crops, 152. Celery, irrigation, 385. Ceylon, irrigation, 81. Checks, 345, 348, 350. Check ridges, 346, 348. Child, J. T., 83. China, irrigation, 71, 82. Chinese irrigation, 387. Clay soil, develops alkali, 286. Climate, arid, 4, 104; for irrigation practice, 89; for sewage irrigation, 404; lainfall needed for humid and subhumid, 121. Clover, water used, 24, 34, 36, 41, 46 ; irrigation, 110, 130, 179 ; on sandy soil, 169. Colmatage, 94, 261. Corn. See Maize. Cotton, duty of water, 211. Craigentinny meadows, 18, 92, 254, 403. Cranberries, duty of water, 220; irriga- tion, 365. Cranefield, F., irrigation with cold water, 251. Crops, yields, 125, 126, 174, 175, 177, 179, 187, 190, 216 ; for sewage irrigation, 409, 411. Cucumbers, irrigation, 388. Cultivation. See Tillage. Cultivator, orchard, 381; potatoes, 354. Croyden, sewage irrigation, 411,412, 413. Dam, submerged, 305; canvas, 339, 341, 355; Bear valley, 302; Vir weir, 78. Deherain, 276. Delaware river water, 252. Denitrification, 334, 370; in sewage, 403; lessened by drainage, 420. Denmark, irrigation, 75. De Vries, 277. Divisors, 244. Ditches, depth and grade, 477; bringing to grade, 484 ; digging, 481 ; com- mencing and finishing,483 ; filling,487. Doon, for lifting water, 328. Drainage, principles, 415 ; influence on fertility, 13; remedy for alkali lands, 284, 288; made necessary by seepage from canals, 295; of water-meadows, 360, 364; of cranberry marshes, 366, 368; rice fields, 369, 371; necessity, 416; ventilates soil, 418, 419; lessens denitrification, 420; increases avail- able moisture, 13, 422 ; makes soil warmer, 423 ; where needed, 428 ; sinks and ponds, 460 ; intercepting underflow, 459; intercepting surface water, 461; use of trees, 462 ; use of windmill, 463; levels, 470; tools, 482; peat lands, 491. Drainage levels, 470 ; use, 471, 473, 477. Drainage, surface, 464, 466. Drains, depth, 436, 442 ; distance apart, 437, 439 ; used in sub-irrigation, 400; entrance of water, 438, 445 ; kinds, 443 ; rate of entrance of water, 446 ; use of collars, 446 ; fall or gradient, 447 ; size of mains, 450, 452 ; size of laterals, 450, 452 ; outlets, 453 ; ob- structions, 455 ; laying out systems, Index 495 456 ; cost, 458, 489 ; staking out, 476 ; determining depth and grade, 477 ; changing grade, 481 ; in peat lands, 491; surface, 464, 466. Drill, seed, 167. Drought, frequency and length of pe- riods, 106, 108, 109, 126. Durance, fertility of water, 260 ; head- gate, 263. Duty of water, 212, 213, 214, 236 ; maxi- mum, 196 ; least amount for paying crop, 95; average, 214 ; highest prob- able, 198, 215; influenced by crop, 199, 227 ; influenced by soil, 200, 203 ; in. fluenced by rainfall, 204 ; influenced iby subsoil, 205 ; influenced by cultiva- tion, 206 ; influenced by closeness of planting, 207; influenced by fertility, 207 ; influenced by frequency of wa- tering, 207 ; in Egypt, 211 ; France, 211; Italy, 209; Spain, 211; for sugar cane, 214 ; rice, 217; for water-mead- ows, 219 ; for cranberries, 220 ; in sub-irrigation, 396, 400. Dry farming, western United States, 100. Dykes, 261, 306, 366, 369, 428 ; sluices 373. Earthworms, in soil ventilation, 419. Ebermayer, temperature in germina- tion, 248, 425. Edinburgh, sewage irrigation, 92, 254, 403; Evening Dispatch, 257. Egypt, irrigation, 67, 84, 260, 262, 328 ; duty of water, 211 ; prevention of alkali, 288. Elliott, C. G., 450, 451, 489, 490. England, irrigation, 76, 360, 409, 411, 413. Euphrates, canals, 68. Evaporation, from "plants, 40, 42 ; from clover field, 50; rate from* soil, 98, 148 ; from rolled ground, 167 ; in- influenced by windbreaks, 169 ; through mulches, 201, Fallowing, relation to soil moisture, 153, 162, 163, 223. Fertility, influenced by drainage, 13 ; by cultivation, 370 ; affects duty of water, 207. Fertilization, by irrigation, 16, 92, 2~1, 259. Fertilizers, in sewage, 404; in river wa- ter, 252, 253, 259, 260. Field irrigation, by flooding, 338, 345 ; in checks, 347, 350 ; by furrows, 352, 354, 358; sub-irrigation, 399. Filtration of sewage', 404. Flume box, 375. Flynn, duty of water, 212. Flooding, 338; dry soil, 333 ; danger of puddling, 335; systems, 340 ; by run- ning water, 340; on steep slopes, 342; permanent meadows, 344 ; in checks, 345, 347,350; preparatory to planting, 353; to prevent frost, 365; to destroy insects, 365; rice fields, 369; to germi- nate red rice, 371; orchards, 383; gar- dens, 386, 390; lawns and parks, 392. Foot ditch, 378. Foote, A. D., spillbox, 245. Forez canal, 72. France, irrigation, |72; duty of water, 211; water-meadows, 219. Fruit, irrigation, 383. Furrows, capillary spreading, 161, 330 ; distance apart, 336 ; gradient, 338 ; distributing, 340, 342. Furrow irrigation, 352, 358; on sandy soil, 330 ; on fine soil, 332 ; puddles soil less, 336; on steep slopes, 338 ; for potatoes, 354 ; in alternate rows, 354, 357 ; for bed flooding, 359 ; for orchards, 375; ring-furrows, 380 ; for small fruits, 383 ; for gardens, 385, 387, 389 ; for melons, 388 ; requires less water, 387. Garden, irrigation, 384; sewage garden, 407.' Gas-engine, 324 ; cost of running, 324, 496 Index Gasoline engine, 305, 324, 393 ; cost of mnning, 324. Gasparin, ratio of grain to straw,l96 ; salt in soil, 276. Gennevilliers, sewage irrigation, 389, 411; model gardens, 408 ; sewage hy- drant, 410 ; stone canal, 410 ; health- fulness, 413. Gipps, F. S., 66. Goff, E. S., irrigation of strawberries, 181; depth of roots, 231. Goodale, G. A., 51. Goss, Arthur, 253, 259. Grade pegs, 478. Grader, 350, 351, 352. Grading for irrigation, 346, 348, 351. Grain, irrigation, 340, 342, 344, 346 ; dry farming, 103 ; harrowing and rolling, 146 ; thin seeding, 163 ; duty of water, 198. Grapes, roots, 232; frequency of irriga- tion, 238. Grass, observed yields, 127; on sewage meadows, 92, 409; on water-meadows, 219 ; irrigation, 340, 342, 346 ; in lawns and parks, 392. Gravel, silted, 263. Greeley, Colorado, irrigation of grain, 340 ; potatoes, 354. Green manure, 151. Ground-water, origin, 429 ; relation to surface, 431, 435 ; lines of flow, 432, 438 ; discharge into streams, 433 ; gradient, 435; changes in level, 440. Growth of river, 433. Grunsky, C. E., 292, 349. Hall, Wm. H., 211. Hare, R. F.,253. Harrington, M. W., 99. Harvey, F. H., 309. Hawaii, irrigation, 86; duty of water for sugar cane, 214. Hay, yields, 127, 178 ; need for irriga- tion, 128 ; second crop, 130, 179 ; duty of water, 215. Hazzard, W. M., rice irrigation, 238. Health, influence of sewage, 256, 295, Hellriegel, 96. [413. HCgard, E. W., peculiarities of arid soils, 6, 229 ; alkali lands, 269, 276 ; composition of alkali salts, 278 ; land plaster for alkali lands, 280,284; roots in arid soils, 6, 229. Hinton, R. J., 78, 81. Hollis, Geo. S., 85. Humidity of air, 40, 44, 50. Hunter, intertillage, 157. [410. Hydrants, distributing, 301 ; sewage, Hydraulic rams, 310. Inch, acre, 240; miner's, 241. [291. India, irrigation, 77, 328; Sirhind canal, Insects, destroyed by irrigation, 218, 221. Intertillage, 157. Irrigation culture, 66. Irrigation, antiquity, 66; extent, 72; ob- jects, 91; climatic conditions, 89; fre- quency, 107, 212, 223, 234, 236 ; insuf- fiency of water, 117 ; amount of water, 196, 208, 212, 213, 214, 236 ; late crops difficult to grow without, 129 ; in- crease of yield in humid climates, 171 ; closer planting possible, 181 ; tillage as a substitute, 117 ; character of water, 248 ; temperature, 248 ; num- ber of irrigations required, 235; fer- tilizing value, 251 ; supplying water, 290 ; methods of application, 329 ; sewage, 403. Italy, irrigation, 71, 359; duty of water, 209, 219 ; water-meadows, 219 ; mar- cite, 219 ; sewage, 220. Ivrea canal, 209. Japan, irrigation, 82. Java, irrigation, 86. Kansas, yields of grain, 103; rainfall, 103. Kern Island canal, 292. Kiihn, Jul., 454. Index 497 L^d plaster, for alkalies, 280, 284, 287. Laterals, subdivision, 223; length and size, 452 ; outlet, 454 ; junction, 464; cost, 490. Lawn, irrigation, 391 ; cost of plant, 393; method, 395. Laveleye, E., 75. Leaching, 222; may assist nitrification, 12; prevents alkali, 223, 284, 288; nec- essary, 275. Leveling, methods, 471, 473, 477. Levels, methods, 469; instruments, 470. Lois Weedon, system of intertillage,157. Lombardini, 260. Lombock, irrigation, 87. Lettuce, irrigation, 385. Lew Chew, irrigation, 83. Loughridge, R. H., 229. Madagascar, irrigation, 86. Madeira, irrigation, 86. Maeris, Lake, 66. Mains, 451, 457; size, 451; length, 452; cost, 490. Maize, water used, 21, 24, 38, 39, 41, 46, 60, 177, 234 ; flint and dent, 40, 184; roots, 61, 160; yields and rainfall, 109; yield increased by irrigation, 110, 177; observed yields, 126, 177, 190; varia- tion of yield with soil moisture, 144 ; rain of growing season, 124 ; maxi- mum limit of yield, 187; need for air, 182,185; close planting, 184,193; yields with varying closeness of planting, 190; duty of water, 211, 215; frequency of irrigation, 235. Mangon, water on water-meadows, 219. Marcite, 219. Markus, E., duty of water, 203. Meadows, water, 16, 92, 219, 251, 359; Craigentinny, 16, 92, 254, 403 ; English, 76, 360; Italian, 362; Belgian, 362; mountain, 365; marcite, 219; duty of water, 219; sewage, 220, 254; mulch- ing, 146; irrigation, frequency, 237. Measurement of water, 239; units, 239; methods, 241; by time, 242; subdivi- sion of laterals, 243 ; with divisors, 244; modules, 245. Melons, irrigation, 388. Milan, sewage irrigation, 220. Milk, from sewage grass, 256. Miner's inch, 241. Mississippi, annual discharge, 117. Modules, 245; spill-box, 245. Mulches, 145; of soil, 142; effectiveness in arid climates, 104; lose effective- ness, 145, 164; for meadows, 146; in- fluence of depth, 147, 206; vary with kinds of soil, 201; production after irrigation, 381. Neerpelt, water-meadows, 362. Newell, F. H., irrigation, 88; dry farm- ing, 102; run-off, 119. New Jersey, water analyses, 252. New Mexico, frequency of irrigation, 238. Nile, irrigation, 67, 84, 262, 288; daily discharge, 85; delta, 68; sediment in water, 260. Nitrates, in artesian waters, 85 ; in river water, 252; in sewage, 404. Nitrification, in arid soils, 7; needs wa- ter, 11 ; influenced by drainage, 13, 420; effect of tillage, 149, 163, 165; needs oxygen, 183, 334, 370, 418. Nitrogen-fixing tubercles, 233. Oats, water used, 21, 24, 31;41, 46; rain of growing season, 124; yields, 126; water needed, 215. Oranges, frequency of irrigation, 238; furrow irrigation, 374. Orchards, irrigation, 338, 373; frequency of irrigation, 238; ring furrows, 380; cultivator, 381; cultivation, 381, 383; sub-irrigation, 398. Osmotic pressure, 63. Paecottah, 327. Palms, irrigation, 85. 4.98 Index Park irrigation, 391. Peas, water used, 46. Peat lands, 491; warping, 262. Percolation of water, 225 ; through sand, 113, 205; on duty of water, 203; through shrinkage cracks, 227 ; into tile, 446; loss, 330; rate from tile, 400. Perels, E., duty of water, 203, 212. Persian wheel, 325, 328. Peru, irrigation, 71. Phoenician irrigation, 69. [299. Pipe line, Redlands, 296; redwood, 298, Pipes for lawns, 394. PJagniol, salt in soils, 275. Plant breathing, 47. Plant feeding, 52, 57. Plant-food, 14, 15, 93, 252, 259; developed by tillage, 149; effect of fallowing, 154; in alkali salts, 280, 285. Plant-house experiments, 18, 35, 43; yields, 25, 41. Plowing, fall, 131: plowing under green manure, 151; to form check ridges, 346. Plow, for producing mulch, 149 ; for producing distributing furrows, 340, 342. [260. Po, irrigation, 72; sediment in water, Potatoes, irrigation, 28, 32, 35, 172, 353, 357, 413; water used, 30, 37, 46, 174, 237; yields, 110, 357; advantages of irrigation in humid climates, 172 ; watering alternate rows, 354, 357 ; distance between rows, 357; moisture in rows, 161, 200; duty of water, 215; number of waterings, 237, 356. Press drill, 167. Puddling of soils, principles governing, 334. Pumping, with windmill, 313, 316; with engines, 324; cost, 324, 326; for cran- berries, 368; for drainage, 463. Pumps, with windmill, 316, 319; with engines, 324, 326, 393; with water wheels, 76, 306, 308, 309; with horse power, 325. Quicksand, 488. Rainfall, in arid and semi -arid climates, 4, 6, 99, 101; timely, 10; of irrigated countries, 89; in Kansas, 103; fre- quency in Wisconsin, 108 ; like amounts not equally effective, 101, 115, 204 ; relation to yield, 109, 125 ; conditions modifying effectiveness, 110; in United States, 123; in eastern United States, 124; amount needed in humid regions, 121; of growing sea- son, 124 ; distribution in time un- favorable to maximum yields, 125; ' early rains saved by tillage, 128; af- fects duty of water, 204; in Colorado, 236; in India, 291. Ramming engine, 310. Rape, irrigation, 359. Raspberries, roots, 231; irrigation, 383; sub-irrigation, 398. Read, T. M., solids in river waters, 253. Redlands, Cal., irrigation systems, 296. Red rice, 371. Reservoir, distributing, 297; construc- tion, 320; sluice, 321; circular, 3^2; seepage and evaporation, 323; capac- ities, 323; for cranberries, 367; use in drainage, 464. Rice, irrigation, 368; in Italy, 210; in Egypt, 211; South Carolina, 238, 266, 306, 369, 372; duty of water, 217; fre- quency of irrigation, 238 ; cultiva- tion, 370; red rice, 371; upland, 373. Ridge cultivation, 165. Rio Grande, analyses of water, 253, 259. Road grader, 350. Rolling in relation to soil moisture, 166; cause of loss of moisture, 167. Roman canals, 70. Root cap, 64. Root hairs, 55; relation to soil grains, 55; acid reaction, 59. Roots, depth of penetration in arid soils, 6, 229; shallow in undrained soil, 13; function, 55; absorbing sur- Index 499 face, 55; acid reaction, 59; extent of surface, 59, 61, 160 ; movement through soil, 63; superficial develop- ment, 208; depth, 200, 227, 231; oats, clover and barley, 60; maize, 61; prune, 228; apple, 229; grape, 230; raspberry, 231 ; strawberry, 232 ; alfalfa, 233. [119. Run-off, Mississippi, 117; United States, Rye as green manure, 151. Rye grass, for sewage meadows, 409. Sachs, 55, 425. Sahara, irrigation, 85. Salts, soluble in alkali land, 269, 276; cause of injuries, 270 ; accumulate with intensive farming, 274; amount injurious, 275, 278. Saltwirt, 276. Sandwich Islands, irrigation, 86; duty of water, 215. Sand, percolation, 112, 224. Sandy soils, experiments, 32; texture improved by irrigation, 93, 262; re- tain little water, 111, 205, 224 ; why unproductive, 114; destructive effects of winds, 168; areas suited to irriga- tion, 264; furrow irrigation, 330, 358; handling water, 331. San Joaquin valley, 4, 96, 98; flooding system, 348. Scraper, ridging, 348, 351. Seaman and Schuske, bucket pump, 316. Second-foot, 239. Seed-bed, preparation, 150, 167. Seepage, coarse soils, 203; upland rice culture, 218 ; from canals, 244 ; from reservoirs, 323. Sewage, dangerous nitrogen com- pounds, 405; agricultural value, 406; need .of wider agricultural use, 406, 409 ; in Italy, 406 ; Edinburgh, 403 ; Milan, 407; Paris, 407; Croyden, 411, 412, 413. Sewage effluent, purity, 414; bacteria, 414. Sewage grass, wholesomeness, 256, 413. Sewage irrigation, object sought, 403; Craigentinny meadows, 16, 92, 254; healthfulness, 256, 405, 413 ; distri- bution of water, 403 ; climatic condi- tions favorable, 404; report of Mas- sachusetts State Board of Health, 405; soils best suited, 406; oppor- tunity for in United States, 407; model garden, 407 ; yield of grass, 409 ; grasses for, 409; crops, 409, 411. Sewage purification, 405; by irrigation, 405; by filtration, 404; essential con- ditions, 405. Sewage water, 15, 92, 220, 253. Siam, irrigation, 83. Silt basin, 448. Silting coarse soils, 93, 260, 261; oppor- tunity for in United States, 264; of rice fields, 370. Siphon, in pipe line, 296; elevator, 310. Sirhind canal, 291. Sluice, for reservoir, 261, 321, 369. Small fruits, irrigation, 383; late plow- ing, 132. Smith, Baird, duty of water, 209 ; water- meadows, 220. Smith, Rev., system of intertillage, 157. Smith, Brothers, irrigation plant, 308. Soil, water capacity, 3, 224; texture in relation to rainfall, 3; humid and arid, 4; ventilation, 11, 419; water- logging, 11, 334; sandy, 32, 111, 114, 168, 205, 224, 264, 330, 331, 358; silt- ing, 93, 260, 262, 263, 264 ; mulches, 201, 206; black marsh, 201, 281; pore space, 63 ; best temperature, 248 ; alkali, 282; clay, 286; puddling, prin- ciples governing, 334, 335 ; washing, principles governing, 337 ; absorp- tion of sewage, 404 ; kinds best suited to sewage irrigation, 406. Soil grains, relation to root hairs, 55; relation of size to drainage, 438. Soil mulches, 142; more effective in arid climates, 105-; effectiveness, 144, 500 Index 201 ; lose effectiveness, 145 ; of dif- ferent soils compared, 144, 201 ; depth, 147, 165, 206; frequency of stir- ring, 164. Soil moisture, advantages of abundant supply, 9; mechanism of plant sup- ply, 54; effect of subsoiling, 134; ef- fect of fallowing, 153, 155, 162, 225; in potato rows, 161; means of conserv- ing, 131; conservation by till age, 164; influence of rolling, 166 ; loss through mulches, 144, 201; best amount, 226. Soil ventilation, 419; need, 11; work of carbonic acid, 419; influence of drain- age, 418; part played by roots, 420, 421; influence of changing air tem- perature and pressure, 420; may les- sen denit rifle ation, 420; may increase nitrates, 420; may be too thorough, 421. Soil temperature, 248, 250, 425; in- fluenced by drainage, 423 ; importance, 425; influence on germination, 425; influence of cultivation, 427. Soil warmth, 425. Soil water, plant-food dissolved, 14 ; amount of alkalies carried, 278; stag- nation prevented by drainage, 416. South America, irrigation, 87. South Carolina, rice irrigation, 238, 266, 306, 369, 372. Spain, irrigation, 72, 238 ; duty of water, 211. Spill-box, 245. Spraying lawns, 393. Strawberries, irrigation, 110, 181, 384 ; roots, 232; sub-irrigation, 398. Storer, F. H., 254, 275. Sub-irrigation, 396 ; of clover, 179 ; ob- jections and difficulties in the way, 396, 397, 401 ; water-meadows, 401 ; orchards and small fruits, 401 ; dan- ger of clogging tile by roots, 401 ; time required, 401 ; through tile drains, 400 ; conditions necessary, 401 ; an adjunct to drainage, 460. Subsoil, affects duty of water, 205. Subsoiling, 133 ; effects, 139 ; sugar cane, irrigation, 214 ; duty of water, 215. Summer fallowing, 153, 154, 163. Sunlight, evaporation during, 44; action in plant-feeding, 49; limited in close planting, 183, 194. Surface drainage, 464 ; examples, 466 ; peat lands, 491. Surface tension, 57. Swamp lands, 273 ; area in United States, 415 ; improved by drainage, 416; intercepting underflow, 459; in- tercepting surface water, 461. Switzerland, irrigation, 74, 365. Target-rod, 470, 471. Temperature of soil, 248 ; subsoil changed by rains and irrigation, 14, 248 ; reduced by close planting, 183 ; favorable to sewage irrigation, 404. Temperature of water for irrigation, 250. Tidal irrigation, 238, 261, 306, 369, 373. Tigris, canals, 69. Tile, injury by frost, 442 ; for sub-irri- gation, 398,400; size, 449, 452; laying, 484; in quicksand, 488. Tile-hook, 482. Tillage, extent to which it may replace rain or irrigation, 117 ; most which may be hoped for tillage, 120 ; inap- plicable in some cases, 127 ; chiefly saves early rains, 128; may do harm, 129 ; late plowing, 132 ; subsoiling, 133; earth mulches, 142, 164, 206; mulches lose in effectiveness, 145 ; harrowing and rolling, 146, 166; early tillage important, 148 ; plow as a til- lage tool, 149 ; intertillage, 157, 163 ; frequency of tillage, 164, 205 ; depth, 165, 206 ; ridged and flat cultivation, 165 ; in rice fields, 370 ; after irriga- tion, 381, 389 ; with orchard cultiva- tor, 381. Index 501 Time as a unit for division of water, 242. Transpiration, greatest during sun- shine, 45, 46 ; need of water, 50 ; mechanism, 46; method, 46 ; control' 53. Tulare Exp. Station, 276. Tull, Jethro, system of intertillage, 157. Turbine wheel, 308. Underdraining, practical details, 467 ; cost, 489; peat lands, 491. Underflow, intercepting, 459. Underground water, diverting for irri- gation, 304. Units of water measurement, 239. Vegetables, garden irrigation, 385. Ventilation of soil, 419. See soil venti- lation. Vir weir, 78. Vosges, water-meadows, 219. Warping, 94, 261. Washing of soil, principles governing, 337. Washington, dry farming, 100; rainfall, 101, 204. Water, apparent greater service in arid climates, 5, 104; need for nitrifica- tion, 12; fertilizing value, 14, 93, 251' 259 ; only one of the necessary plant" foods, 15; amount used by crops, 16 21, 24, 30, 36, 37, 38, 39, 41, 46, 60, 97, 122, 160,174,177,215; variations in amount used by crops, 39; used in transpira- tion, 50; action in plant feeding, 58; amount needed for given crop, 87; least amount for paying crop, 95; least amount in soil which permits growth, 111, 225; retained by sand, 114, 224; insufficiency for irrigation, 117; in subsoiled ground, 136; lost through mulches, 142, 20] ; lost from wet soil, 148; in fallow ground, 155, 225; capil- lary spreading, 161, 330, 377; conserved by tillage, 164, 353 ; importance of amount and distribution in potato culture, 172; duty, 196 (see Duty of water) ; amount for single irrigation, 222, 223, 225, 227, 234 ; capacity of soils, 224, 353; best amount for crops, 227; measurement, 239; cold, for irriga- tion, 249; value of turbid, for irriga- tion, 259; alkali waters, 267, 268, 284, 285, 287; supplying, for irrigation, 290; methods of applying, 329 ; loss by per- colation, 330; rate of application, 331, 332, 337; depth in flooding, 346; amount needed for lawns and parks, 392 ; amount needed for sub-irriga- tion, 397, 401. Water level, 416. Water-logged soil, 11, 334. Water-meadows, 16, 92, 219, 251, 359; English, 76, 360; use of sewage, 220, 254, 403, 409; frequency of irrigation, 237; Belgian, 362; Italian, 362; moun- tain, 74, 365. Water supply, for irrigation wells, 78, 84, 85, 86, 251, 393 ; from rivers, 290; underground waters, 304; lifting by water-power, 306 ; storm water, 311; by wind power, 312; by engines, 324, 326; cost, 324; by animal power, 325, 328; for cranberries, 367. Water wheels, 75, 306, 308. Weiss, number of breathing pores, 51. Wells, for irrigation, 78, 84, 251, 393; in Algeria, 85; in Hawaii, 86; for lawns and gardens, 393. Wheat, ratio of grain to straw, 96; water used, 97, 101, 215; intertillage, 158; frequency of irrigation, '235. Willcocks, W., Egyptian irrigation, 84, F 211 ; cost of pumping, 326. Wilson, H. M., area of land irrigated, 88; duty of water, 211; lifting water, 309, 311, 325, 327. Winds, lessening destructive effects, 168. Windbreaks, 169. 502 Index Windmills, conditions for highest ser- vice, 318; for lifting water, 312, 316, 318, 367; capacity for irrigation, 318; use in drainage, 463. Wind power, for irrigation, 312; work done by months, 315; work done by 10-day periods, 316. Wolff, A. R., 318. •* The Best and Newest Rural Books TWO series of books on leading topics con- nected with agricultural and rural life are here mentioned. Each book is the work of a specialist, under the editorial supervision of Pro- fessor L. H. BAILEY, of the Cornell University, and is readable, clear-cut and practical. THE RURAL SCIENCE SERIES Includes books which state the underlying principles of agri- culture in plain language. They are suitable for consultation alike by the amateur or professional tiller of the soil, the scientist or the student, and are freely illustrated and finely made. The following volumes are now ready: THE SOIL. By F. H. KING, of the University of Wisconsin. 303 pp. 75cts. THE FERTILITY OF THE LAND. By I. P. ROBERTS, of Cornell Univer- sity. 440 pp. $1.25. THE SPRAYING OF PLANTS. By E. G. LODEMAN, late of Cornell Uni- versity. 399 pp. $1. MILK AND ITS PRODUCTS. By H. H. WING, of Cornell University. 280 pp. $1. THE PRINCIPLES OF FRUIT-GROWING. By L. H. BAILEY. 520pp. $1.25. BUSH FRUITS. By F. W. CARD, of Rhode Island College of Agriculture and Mechanic Arts. 549 pp. $1.50. FERTILIZERS. By E. B. VOORHEES, of New Jersey Experiment Station. 335 pp. $1. IRRIGATION AND DRAINAGE. By F. H. KING, University of Wisconsin. 500 pp. $1.50. New volumes will be added from time to time to the KURAL SCIENCE SERIES. The following are in preparation: PHYSIOLOGY OF PLANTS. By J. C. ARTHUR, Purdue University. PRINCIPLES OF BREEDING OF ANIMALS. By W. H. BREWER, of Yale University. PLANT PATHOLOGY. By B. T. GALLOWAY and associates of U. S. Depart- ment of Agriculture. SEEDS AND SEED-GROWING. By G. H. HICKS, of U. S. Der.t. of Agr. LEGUMINOUS PLANTS AND NITROGEN-GATHERING. By E. W. HILGARD, of University of California. FEEDING OF ANIMALS. By W. H. JORDAN, of New York State Experi- ment Station. RURAL WEALTH AND WELFARE. By GEORGE T. FAIRCHILD, Ex-Presi- dent of the Agricultural College of Kansas. FARM POULTRY. By GEORGE C. WATSON, of Pennsylvania State College. THE RURAL SCIENCE SERIES THE SOIL. Its Nature, Relations and Fundamental Principles of Management. By F. H. KING, Professor of Agricultural Physics in the University of Wisconsin. 303 PACES — 45 ILLUSTRATIONS — 75 CENTS A luminous and practical discussion of the soil and its various attributes. As an understanding of the soil in some measure is of vital necessity to success in even the most limited agricultural opera- tions, the importance of a work like this cannot easily be overestimated. The progressive farmer will be greatly helped by a thoughtful perusal of this unique book, which has received the warmest appro- bation of teachers and farmers in all parts of the country. THE SOIL comprises an introduction, which discusses the mak- ing of soils by natural agencies; and chapters follow on the nature, functions, origin and wasting of soils; texture, composition and kinds of soils; nitrogen of the soil; capillarity, solution, diffusion, and osmosis: soil water; conservation of soil moisture; distribu- tion of roots in the soil; soil temperature; relations of air to the soil; farm drainage; irrigation; physical effects of tillage and fertilizers.- "I consider it a most desirable addition to our agricultural literature, and a distinct advance over previous treatises on the same subject, not Duly for popular use, but also for students and specialists, who will find many new and useful suggestions therein." E. W. HILGARD, Director of Agricultural Experiment Station. Berkeley, Oal. "It is a book which progressive farmers will come to regard as one of the essential implements of farm life."— Boston Daily Advertiser. "The manual is brief, accurate, comprehensive, and hits the practical point every time." — Independent. T THE RURAL SCIENCE SERIES HE FERTILITY OF THE LAND: A Summary Sketch of the Relationship of Farm-Practice to the Maintaining and In- creasing of the Productivity of the Soil. By I. P ROBERTS, Director of the College of Agri- culture, Cornell University. SECOND EDITION— 432 PACES-45 ILLUSTRATIONS— $1 .25 This work, written by one who has been termed "the wisest farmer in America, " takes up the treat- ment of the soil from the standpoint of the farmer rather than that of the scientist. It embodies the results of years of careful experimentation and obser- vation along practical lines, and will be found help- ful and inspiring to a marked degree. No other one book could be so heartily recommended to the pro- gressive farmer, on subjects of vital interest to him, as this fresh and interesting series of talks — for Pro- fessor Roberts seems to be personally addressing the reader. THE FERTILITY OF THE LAND includes A Chat with the Young Farmer ; Inventory of the Land ; Evolution of the Plow (fully illus- trated) ; The Means and Philosophy of Tilling the Land (telling how and why we should plow, harrow, etc.) ; Conserving Moisture ; Irri- gation and Drainage ; Manures (in four unique, illustrated chap- ters); Nitrogen; Potash and Phosphoric Acid; Lime and other dressings ; Commercial Fertilizers ; The Use of Clovers, Fallows and Rotations ; Appendix. "In short, the book will be found helpful to the farmer, in that it will enable him to go through the routine of his everyday work with intelli- gence, and, therefore, with skill and the assurance of wider success."— Garden and Forest. T THE RURAL SCIENCE SERIES HE SPRAYING OF PLANTS: A Succinct Account of the History, Principles and Practice of the Application of Liquids and Powders to Plants for the Purpose of Destroying Insects and Fungi. By E. G. LODEMAN, late Instructor in Horticulture in the Cornell University. 399 PACES— 92 ILLUSTRATIONS— $1 .00 In these days this subject is conceded to be of especial importance to the horticulturist; for it is only by intelligent spraying that many large fruit interests are saved from utter extinction. Professor Lodernan treats the subject both historically and practically, and the work forms the only complete manual of spraying, being admittedly the standard authority. Not only is spraying discussed in its relations to the plant or tree and the crop, but the diseases and insects which are to be combatted are most fully presented. THE SPRAYING OF PLANTS includes in its first part a complete history of the rise of spraying, both in this country and abroad. There are also full illustrated accounts of pumps and nozzles, com- plete recipes of formulas, and the like. The second part, compris- ing 135 pages, entitled "Specific Directions for Spraying Cultivated Plants," is an alphabetical illustrated account of the various insects and fungi, with methods of treating them. "Mr. Lodeman has gathered the results of an immense amount of experiments, both in Europe and America, and his book can be trusted not only as a manual of practice, but as a true and well classified record of our knowledge on this subject at the present time."— Garden and Forest. "There is nothing else on the subject so new, complete, accurate and available."— Evening Post (N.Y.). M THE RURAL SCIENCE SERIES ILK AND ITS PRODUCTS: A Treatise upon the Nature and Qualities of Dairy Milk, and the Manufacture of But- ter and Cheese. By HENRY H. WING, Assis- tant Professor of Dairy Husbandry in the Cornell University. 208 PACES-33 ILLUSTRATIONS-SI .00 In this volume the whole field of dairying is in- telligently considered. The production and charac- ter of the lacteal fluid are first discussed, and then in order are taken up the marketing of milk, the production and handling of butter, cheese, and all the products of the dairy. Although the book i§ up to date in its science, it is none the less a com- plete guide to modern dairy practice. The illustra- tions serve to point the practical recommendations of the text. No recent work on dairying has been so well received as this. MILK AND ITS PRODUCTS includes chapters on: Secretion of Milk ; Composition of Milk ; Testing of Milk ; Ferments and Fer- mentations of Milk, and their Control ; Market Milk ; Separation of Cream ; Ripening of Cream ; Churning ; Finishing and Marketing Butter; Milk for Cheese-Making; Cheddar Cheese-Making; Varie- ties of Cheese; By-Products of the Dairy; Butter and Cheese Fac- tories; Statistics and Economics of the Dairy Industry; Appendix, comprising useful rules and tests, metric system, dairy laws, and references to dairy literature. "The book is a mine of valuable information, and ought to be in the hands of all progressive dairymen." — New England Farmer. THE RURAL SCIENCE SERIES PRINCIPLES OF FRUIT- GROWING. By L. H. BAILEY, Professor of Horticulture in the Cornell University. 520 PACES-114 ILLUSTRATIONS— $1.26 There have been manuals and treatises on fruit- growing, but this volume is the first consistent presentation of the underlying principles affecting the growth of the various fruits. It is thus unique, and it occupies a field of the greatest importance. It joins science and practice, for it not only discusses the reasons for certain operations, but presents the most approved methods, gathered from the successful fruit-growers of America. It appeals especially to the horticulturist who is willing to have his brain direct and supplement the work of his hands, and to acquire a knowledge of principles rather than a mere memorandum of their application. THE PRINCIPLES OF FRUIT-GROWING includes: Introductory Discussion, comprising an inventory and classification of fruits, the fruit zones, the outlook for fruit-growing; the Location and its Climate, with a full discussion of frosts; the Tilling of Fruit Lands; the Fertilizing of Fruit Lands; the Planting of Orchards; Secondary Care of Orchards ; Diseases, Insects and Spraying ; Picking and Packing aud Storing Fruits, Shipping, etc. ; and a bibliography of American writings on the subject. "The book is very practical in its treatment of the subject of fruit- growing, after a brief introductory entering at once into the discussion of the location of the orchard, following that with the tillage of fruit lands, dealing with the planting and care of fruits. Taken all in all, it is the most complete book on fruit-growing at a small price we have seen."— Western Rural. B THE RURAL SCIENCE SERIES USH-FRUITS : A Horticultural Mono- graph of Raspberries, Blackberries, Dew- berries, Currants, Gooseberries, and other Shrub-like Fruits. By FRED w. CARD, Pro- fessor of Horticulture in the Rhode Island College of Agriculture and Mechanic Arts, and Horticulturist to the Experiment Station. 549 PACES— 113 ILLUSTRATIONS — $1 .50 The great importance in this country of the fruits mentioned in the title justifies their treatment in a sep- arate monograph. Professor Card, with a lifelong training as a grower of these fruits, as well as years of study as experimenter and teacher, takes up the subject with special fitness. Not only are the fruits treated with respect to culture, varieties, history, etc., but the diseases and the insects which attack them are fully discussed. There are numerous illustrations, and the volume is an important contribution to the literature of fruit-growing. BUSH-FRUITS includes in Part I An Introductory Discussion (Location, Fertilizers, Planting and Management, Pruning, Winter- killing, Propagation, Thinning, Effect of Spraying on PoJination, Forcing, Picking, Packages and Marketing). Part II treats of the Brambles; Red Raspberries (Soil, Location, Fertilizing, Propagation, etc., Autumn Fruiting, Marketing, Duration, Hardiness, Yields, Normal Profits); Black Raspberries (Soil, etc., Harvesting, Drying. Marketing, the Evaporated Raspberry Industry, Usual Profits); Blackberries (Soil, etc., Marketing, etc.); Dewberries (Soil, etc., Marketing, etc.); Miscellaneous Brambles (Mayberry, Strawberry-Raspberry, Wineberry, Chinese Raspberry, Ornamental Species); Varieties of Raspberries; Varieties of Blackberries and Dewberries; Yields ; Insects; Diseases; Botany. Part III discusses the Groselles ; Currants ( Soil, Fertilizers, Propa- gation, Planting, Tillage, Pruning, Gathering and Marketing, Uses, Duration, Hardiness, Yield, Profits); Gooseberries (Soil, etc., Hardi- ness, Profits) ; Varieties of Currants; Varieties of Gooseberries; Injurious Insects; Diseases; Botany, Part IV treats Miscellaneous Types, including other Species of Bush-Fruits (Buffalo Berry, The Goumi, Huckleberries, Juneber- ries, Tree Cranberry, Barberry, Sand Cherry) ; Appendix. THE RURAL SCIENCE SERIES FERTILIZERS: The Source, Character and Composition of Natural^ Home-made and Manufactured Fertilizers; and Suggestions as to Their Use for Different Crops and Conditions. By EDWARD B. VOORHEES, Director of the New Jersey Experiment Station, and Professor of Agriculture in Rutgers College. 335 PACES—SI. 00 This book discusses the difficult questions of fer- tilizers in such plain and untechnical language that those who are wholly unlearned in chemistry can use it. There are no elaborate tables. The book instructs upon the fundamental principles of the use of fertilizers, so that the farmer is able, when he reads it, to determine for himself what his practice shall be. It is not an advocate for commercial fer- tilizers, but tells simply and directly what the truth is respecting their value. It explains the latest results of experiments to determine what fertilizers are best for given soils and given crops. FERTILIZERS includes the following : The Natural Fer- tility of the Soil, and Sources of Loss of the Elements of Fertility; The Function of Manures and Fertilizers, and the Need of Artificial Fertilizers; Nitrogenous Fertilizers; Phos- phates; Superphosphates and Potash; Miscellaneous Fertiliz- ing Materials; Purchase of Fertilizers; Chemical Analyses of Fertilizers ; Methods of Use of Fertilizers ; Fertilizers for Cereals and Grasses, Potatoes, Sweet Potatoes, Tomatoes and Sugar Beets ; Green Forage Crops ; Market -garden Crops ; Orchard Fruits and Berries j Fertilizers for various special crops. T WORKS BY PROFESSOR BAILEY HE PRINCIPLES OF AGRICUL- TURE: A Text-Book for Schools and Rural Societies. Edited by L. H. BAILEY, with contributions from his Colleagues in the Cornell University. 300 PACES — 92 ILLUSTRATIONS — $1 .25 This is an attempt to analyze the complex sub- ject of agriculture, and to present the underlying principles and factors in clear, terse English. Each chapter is in two parts : the first part, or the principles, is in numbered paragraphs in very large type (the size used in "Lessons with Plants'7); the second part contains informal suggestions to the teacher and pupil, with illustrations. It is one of the few attempts to coordinate all the various agri- cultural subjects, showing the relative importance and position of each. It is a skeleton of agri- cultural science and practice. Full references are made to such literature as the teacher or pupil may be able to secure. THE PRINCIPLES OF AGRICULTURE comprises the following subjects : Introduction, discussing what agriculture is. Part I, The Soil, containing : The Contents of the Soil ; The Texture of the Soil ; The Moisture in the Soil ; The Tillage of the Soil ; Enriching the Soil by Farm Resources ; Enriching the Soil by Commercial Resources. Part II, The Plant and the Crop, com- prising : The Offices of the Plant ; How the Plant Lives ; The Propagation of the Plant ; Preparation of the Land for the Seed ; Subsequent Care of the Plant ; Pastures, Meadows, and Forage. Part III, The Animal and Stock, comprising : The Offices of the Animal ; How the Animal Lives ; The Feeding of the Animal; The Breeding of the Animal ; Management of Stock. WORKS EY PROFESSOR BAILEY LESSONS WITH PLANTS: Sugges- tions for Seeing and Interpreting Some of the Common Forms of Vegetation. By L. H. BAILEY, Professor of Horticulture in the Cornell University, with delineations from nature by W. S. HOLDSWORTH, of the University of Michigan. 523 PAGES— 443 ILLUSTRATIONS— 3 1 . 1 0 While this volume does not ask attention as a manual of botany, it is, in effect, a most admirable text-book on that science, though free from the tedious technical terms which usually characterize manuals on the sciences. The motive of the book is the cultivation of the power of observation and the ability to draw proper inferences therefrom It is pure "nature study77 that it inculcates, and the charm of its manner and method will be felt by even a casual reader. The numerous beautiful illus- trations, which greatly aid the reader in his com- prehension of the truths presented, are a marked feature of the work. LESSONS WITH PLANTS is admirably adapted to class use in high schools and academies. It includes Studies of Twigs and Buds ; Studies of Leaves and Foliage ; Studies of Flowers ; Studies of the Fructification ; Studies of the Propagation of Plants; Studies of the Behavior and Habits of Plants; Studies of the Kinds of Plants; Suggestions and Reviews; Glossary. LESSONS WITH PLANTS. An abridge- ment of above. 127 pages, 116 illustrations, 40 cents net. THE MACMILLAN COMPANY, 66 Fifth Avenue, NEW YORK. THIS BOOK IS DUE ON THE LAST DATE STAMPED BELOW AN INITIAL FINE OF 23 „*.„ WILL BE ASSESSED FOR FAILURE TO RETURN THIS BOOK ON THE DATE DUE. THE PENALTY WILL INCREASE TO SO CENTS ON THE FOURTH DAY AND TO $1.OO ON THE SEVENTH DAY OVERDUE. OCT 1 5 '51 JUK § 1964 /. f.Y. 19/4 iJftN ? UCD LIBRARY I JDHT I UUu DUE JAM 51970 DUE f 1970 LIBRARY, BRANCH OF THE COLLEGE OF AGRICTJT UNIVERSITY OF CALIFORNIA 5lli U