Irrigation Engineering

Front Cover
John Wiley & sons, Incorporated, 1919 - 640 pages
 

Contents

Tunneling for Water
59
PUMPING FOR IRRIGATION
73
Windmill and Reservoir near Garden City Kansas
88
Scoop Wheel Lifting Water 31 Feet 60 per Cent Efficient
94
IRRIGABLE LANDS
99
Shoshone Desert before Irrigation
100
Slip Scraper
106
Using Canvas
113
Drawing Water from Head Ditch through Small Pipes Riverside Cali fornia
115
Field Prepared for Irrigation by Checks
116
Diagram Illustrating Flooding in Rectangular Blocks or Checks Cowgill
117
Orchard Irrigation by Furrow Method Yakima Valley Washington
118
Furrow Irrigation of Cabbages Yuma Arizona
119
Furrow Irrigation on Terraced Hillside California I 20
120
Irrigating Orchard by Terraced Basins on Hillside
121
Orange Trees Irrigated by Check System Salt River Arizona
122
A in Loose Loam B in Hardpan C in Impervious Grit
123
Irrigating with Large Head by Border Method from Cement Head Ditch Salt River Valley Arizona
124
Irrigating Corn with Sewage Plainfield N J
125
CHAPTER X
137
CHAPTER XI
153
Haskell Current Meter
155
Price Electric and Acoustic Meters
156
Water Stage Recorders
160
Cable Gaging Station with Automatic Continuous Recording Gage
161
Wire and Boat Gaging Station
162
Rectangular Measuring Weir
173
Footes Measuring Weir A Water Devisor B
174
Australian Water Meter
177
Venturi Meter and Recording Device on Lateral Head
178
CHAPTER XII
184
Curve Showing Fluctuation of Ground Water and Application of Irriga tion Water in the Rio Grande Valley After Burkholder
187
Curve Showing the Seasonal Fluctuation and Yearly Rise of Ground Water in Boise Valley Idaho After Burkholder
188
Curve showing Rise of Ground Water before Construction of Drains and Effect of Drains Boise Valley Idaho After Burkholder
189
Excavating Trench for Tile Drain Montana
192
Location of Drains
193
Depth
195
Form of Tile
196
Manholes
197
Wooden Drains
198
Drainage Works of U S Reclamation Service
200
CHAPTER VI
201
CHAPTER XIII
202
Crosssections of Interstate Canal North Platte Valley Nebraska
204
Design
205
Canal Crosssections for Varying Bed Widths
206
Rock Cross Section Turlock Canal
207
Rock Crosssection Umatilla Canal
208
Crosssection of Calloway Canal in Sand Showing Subgrade
211
Alinement
212
Tunnel and Canal Sections Tieton Main Canal
213
Velocity
215
Lateral Systems
217
Diagram Illustrating Distributary System
218
Design of Laterals
220
Capacity of Laterals
221
Location of Laterals
222
Abnormal Leakage from Canals
224
Cavity Developed in Canal Bed Flathead Reservation Montana
225
Cave Developed in Bottom of Canal Flathead Indian Reservation
226
Construction of Canals
227
Building Lateral in Montana with Ditching Machine
228
Building Canal with Elevating Grader
229
EVAPORATION
233
Seepage Losses
234
Seepage Formula
235
Canal Lining
236
Crosssection of Santa Ana Canal Lined with Boulders Set in Cement
237
Check Gates and Canal Lined on One Side Interstate Canal
239
Concrete Lining TruckeeCarson Canal Nevada
240
Reinforced Concrete Lining Tieton Canal Washington
241
Transition from Rock to Earth Crosssection Lined Canal
242
Lining Canal with Concrete Idaho
244
Amount of Return Seepage
245
CHAPTER XIV
247
Canal Headgates
248
Plan of Corbett Dam and Headworks Shoshone Project Wyoming
249
Wooden Gate Leasburg Canal Regulator Rio Grande New Mexico
250
Castiron Sluicegate Interstate Canal NebraskaWyoming
251
Diversion Works Lost River Oregon
252
Regulator Gates Laguna Weir Colorado River
253
Inclined Falling Regulator Gates Goulburn Canal Australia
254
Sunnyside Dam Canal and Headworks Yakima Valley Headgates in Line with Dam
255
Regulating Gates and Sluice Gates at Right Angles to Each Other Yuma Main Canal California
256
Whalen Diversion Dam and Headgates Normal to Dam North Platte River Wyoming
257
Standard Turnout Vitrified or Concrete Pipe U S R S
266
Standard Turnout Box Concrete U S R S
267
Reinforced Concrete Turnout with 10 Foot Drop Garland Canal Wyo ming
268
Castiron Gates for Laterals Interstate Canal WyomingNebraska
269
Reinforced Concrete Turnout for Lateral
270
Canal Spillways
271
Standard Spillway Length of Weir less than 100 Feet U S R S
272
Checks Drops and Chutes
282
Protection against Erosion
290
Drainage Crossings
293
Flumes
299
Behavior of Various Metals in Presence of Alkali
308
Culverts
314
Pipes
323
Tunnels
330
Highway Crossings
335
Sand Traps
337
CHAPTER XVI
370
CHAPTER XVII
381
CHAPTER XVIII
442
Classification
443
Methods of Failure
444
Failure by Sliding
447
Failure by Overturning
449
Miscellaneous Forces
450
Design of Gravity Dams
453
Design of Arch Dams
469
Masonry Overfall Dams
475
Hollow Concrete Dams
479
Steel Dams
487
Foundations for Masonry Dams
490
Exploring Foundation
493
CHAPTER XIX
496
Appurtenance to Land
500
CHAPTER XX
502
Canal Riders
503
e Cooperation with Water Users
504
Wanton Waste
511
Rotation Delivery
512
Basis of Charges
514
Cultivation
515
Winter Operation
516
Maintenance
518
Erosion of Canal Banks
519
Silt Deposits
520
Alkali
521
Wind Erosion
524
Noxious Plants
525
Land Slides
526
CHAPTER XXI
528
Estimates of Cost
531
b Influence
532
CHAPTER XXII
534
Specifications for Arrowrock Dam
535
Contract Specifications of the Reclamation Service
547
b Special Requirements
554
Standard Paragraphs for Purchase of Material
555
Earthwork on Canals
556
Concrete
559
Structural Steel
561
Steel Reinforcement Bars
562
Gray Iron Castings
563
Malleable Castings
564
Cement
565
Continuous Wood Stave Pipe
566
Machine Banded Wood Stave Pipe
569
Laying Machine Banded Wood Stave Pipe
571
Steel Pipe
572
Jointed Reinforced Concrete Pipe
574
Metal Flumes
576
Steel Highway Bridges
579
Tunnels
584
Telephone System
586
Vitrified Pipe for Culverts
590
TABLES
592
Extreme Flood Discharges
593
Table of Reservoirs
598
List of Earth and Rockfill Dams
599
List of High Masonry Dams
600
Velocity Tables
602
Tables of Area and Hydraulic Radius
611
Velocity Heads
614
Weights of Various Substances
615
Convenient Equivalents
616
Copyright

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Page 551 - The Contractor shall keep on the work a copy of the drawings and specifications and shall at all times give the Contracting Officer access thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both.
Page 566 - Any package that is short weight or broken or that contains damaged cement may be rejected, or accepted as a fractional package at the option of the engineer.
Page 547 - If a bidder wishes to withdraw his proposal he may do so before the time fixed for the opening without prejudice to himself, by communicating his purpose in writing to the officer who holds it, and, when reached, it shall be handed to him or his authorized agent, unread.
Page 566 - ... be dry and free from lumps. Each package shall be plainly labeled with the name of the brand and of the manufacturer.
Page 508 - That in addition to the construction charge, every waterright applicant, entryman, or landowner under or upon a reclamation project shall also pay, whenever water service is available for the irrigation of his land, an operation and maintenance charge based upon the total cost of operation and maintenance of 'the project, or each separate unit thereof, and such charge shall be made for each acre-foot of water delivered; but each acre of irrigable land, whether irrigated or not, shall be charged with...
Page 566 - Bidders will state the brand of cement which they propose to furnish. The right is reserved to reject a tender for any brand which has not established itself as a high-grade Portland cement and has not for three years or more given satisfaction in use under climatic or other conditions of exposure of at least equal severity to those of the work proposed.
Page 565 - The specific gravity of cement shall not be less than 3.10. Should the test of cement as received fall below this requirement, a second test may be made upon a sample ignited at a low red heat. The loss in weight of the ignited cement shall not exceed 4 per cent.
Page 581 - The rivet heads must be of approved hemispherical shape, and of a uniform size for the same size rivets throughout the work. They must be full and neatly finished throughout the work and concentric with the rivet hole.
Page 67 - ... not enter the pan. The device for measuring the evaporation consists of a small brass scale hung in the center of the pan. The graduations are on a series of inclined crossbars so proportioned that the vertical heights are greatly exaggerated, thus permitting a small rise or fall of...
Page 564 - Castings shall be true to pattern, free from blemishes, flaws, or shrinkage cracks. Bearing surfaces shall be solid, and no porosity shall be allowed in positions where the resistance and value of the casting for the purpose intended will be seriously affected thereby.

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