Xus L2 S15 944
XUS L2 S15 944 A77 flOG TJ4ESAtT RIVER PROJECT OF ARIZONA EEE IR1Z, C0.DOc I )CUSt2 AISO4I 42J1'-3 S /riqq k S .5 .. .. -S- -..-. IIDENTICAL WITH THE SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER DI OPERATED BY THE SALT RIVER VALLEY WATER USER'S ASSOCIATION ROOSEVELT DAM Built 1905-1 1, Addns. 1923-24 - Spiliways lowered 1937 ev. Coping 2,146 Max. Thickness, base, ft 184 Lake Cap'y, Jan. '39, ac-ft1,400,000 ormal High Water elev 2,136 Thickness at top, ft 16 Lake Area, acres 17,800 illway crest elev 2,120.25 Cu. Yard Masonry 343,750 Lake Length, miles 23 .'ngth, darn proper, ft 723 Drainage Area, sq. mi 5,830 Head on turbines, ft 112-222 it. bedrock to roadway, ft 280 Spiliway Cap y., sec-ft 150,000 Generating Cap'y., H.P 24,000 Cost, dam and power plant $5,560,000 PROJECT HISTORY A large part of the Salt River Valley wa cultivated in prehistoric times, but abandoned long before the coming of the white man. Many interesting remains of the ancient villages and canals still exist. "A larger rural population tilled the fields of this valley before the commencement of the Christian Era than farm its lands today.Through climatic change and channel erosion the Canal Builders were compelled to relinquish their domain . These were theOriginal Engineers,the true Pioneers, the feats performed with the Stone Axe and the Stone Hoe demanded as lofty purpose and high courage as those created with later day devices." (Dr. Turney 1924) Irrigation by whitesettlers began about 1867.The river flow is eratic, varying from a small stream to enormous floods.The supply at low river stage was inadequate for the land in cultivation, and the flows in excess of immediate needs or canal capacities were lost, due tolack ofstoragefacilities.
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