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<br />UNITED STATES
<br />DEPARTMENT OF THE INTERIOR
<br />GEOLOGICAL SURV~Y
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<br />PROVISIONAL RElEASE
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<br />COLORADO RIVER AND TRIBurMIES IN WWER BASIN
<br />June 1963
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<br /> Colorado ColOJ'ado Colorado Diversions between Colorado Diversions at
<br /> Colorado Faria Little Colorado Virgin River lake River Ha vasu River Parker and Blvthe River Imnerial Dam Colorado
<br />Date River River Colorado River River lake Mead below Moha ve below lake below Colo. R. Palo below ..u1 Gila Gila River Pilot
<br />J=e lees Iee, River Grand Lit tle - Usable Roover Usable Davis Usable Parker Indian Verde Cibola American Gravity River below Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam Res. Canal Valley Canal Canal Dome Ywoa Return
<br /> /~<1;2.14 . t
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<br /> cfs cf, <:1'5 cr, efs acre-ft cf, acre-ft crs acre-ft cfs cf' cr, cf, cr, cf, cf, cf, cf,
<br />1 l,010 3.6 1,260 50 ~20,170,000 11,300 1,796,000 14,900 597,600 13,000 769 1,620 10,200 7,800 2,100 0.2 1,130 1,090
<br />2 1,020 3.6 1,270 50 20,159,000 7,200 1,784,000 ll,900 595,200 13,000 '157 1,590 10,900 7,740 1,7&J .2 1,190 1,020
<br />J 1,550 3.4 1,270 50 20,126,000 14,000 1,782,000 16,900 591,800 12,800 761 1,750 11,300 7,780 2,010 .1 1,150 996
<br />2,470 3,2 1,270 51 20,112,000 13,000 1,776,000 .15,600 591,400 13,200 763 1,780 10,800 8,060 2,080 .1 1,030 1,030
<br />5 2,500 3.2 -'/( 2,370 51 20,093,000 12,900 1,768,000 16,700 588,200 13,700 792 1,830 10,800 8,150 2,040 .1 983 1,100
<br />6 2,470 3,2 2,570 52 20,058,000 12,700 1,758,000 17,500 589,900 12,700 856 1,980 11 , 000 8,200 1,940 .1 1,020 1,100
<br />7 2,450 3.2 2,590 52 20,034,000 12,500 1,748,000 17,800 592,200 13,200 69'[ 1,850 10,800 8)260 2,020 0 1,050 1,100
<br />8 2,450 3.0 2,600 52 20,OGO,000 10,100 1,732,000 17, Boo 594,600 13,400 894 1,650 10,800 8,380 1,9P.o 0 1,070 1,100
<br />9 2,440 3.2 2,620 54 20,009,000 6,630 1,715,000 14,500 595,800 13,600 894 1,520 11,200 8,380 1,610 7.0 1,110 1,100
<br />10 2,450 3.2 N 2,660 54 19,985,000 13,100 1,710,000 17,600 597,000 14,300 872 1,630 11,500 8,060 1,9&:1 5.0 1,280 1,100
<br /> 2,470 3.8 0 2,690 54 19,968,000 1l,700 1,699,000 COO,OOC' . 13,400 861 1,690 12,000 8;560 1,740
<br />11 17,500 . 2,090 3.0 1,330
<br />12 2,4&:1 4.0 2,720 54 19,948,000 12,500 1,694,000 16,200 603,800 13,000 891 1,770 11,200 8,868 1,9&:1 4.4 1,310 2,000
<br />13 2,540 3.8 2,720 54 19,928,000 13,100 1,690,000 15,100 610,000 11,400 897 1,700 11,000 8,850 1,8&:1 2.0 1,340 2,000
<br />14 2,550 4.2 2,720 54 19,901,000 14,500 1,689,000 15,100 613,400 12,600 886 1,770 10,500 8,440 1,920 2.6 1,310 1,720
<br />15 2,550 4,0 F 2,730 55 19,884,000 11,400 1,682,000 15,000 615,200 I 12,900 892 1,610 10,100 8,3&:1 1,630 12 1,340 1,700
<br />16 2,550 3.8 L 2,730 54 19,870,000 9,660 1,677,000 12,000 617 , 000 I 12,600 912 1,510 11,000 8,090 1,360 19 1,380 1,430
<br /> 2,520 3.8 2,"150 ,4 19,&io,ooo 15,600 1,676,000 16,200 614,&.:>0 , 13,200 872 1,'{20 11,100 8,060 1.71b 10 1,320
<br />17 I 1,200
<br />18 2,500 3.4 0 2,740 52 19,831,000 14,700 1,671,000 16,800 613,eoo . 14,000 862 1,800 10,900 8,410 1,930 4.0 1,130 1,100
<br />19 2,500 3.8 2,700 54 19,808,000 14,700 1,668,000 16,700 612,200 , 14,400 908 1,860 11,700 8,720 1,920 3.5 1,060 1,050
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<br />20 2,500 3.8 w 2,700 54 19,7&>,000 15,000 1,665,000 16,600 609,200 I 14,600 935 1,910 11.,600 9,220 1,950 3.8 1,120 '1,400
<br />21 2,500 3.4 2,600 54 19,754,000 14,000 1,658,000 16,700 602,200 17,200 935 1,900 11,700 8',990 2,020 3.4 1,380 1,380
<br />22 2,480 3.0 2,670 54 19,731,000 11,600 1,650,000 16,700 597,000 16,700 940 1,540 13,100 9,420 1,940 3.4 1,170 1,770
<br />23 2,500 3.0 2,640 54 19,714,000 8,200 1,636,000 14,600 592,200 16,800 942 1,510 14,300 9,830 1,490 3.7 1,130 2,200
<br />24 2,500 2.8 2,660 ,4 19,693,000 14,400 1,628,000 18,400 585,900 17,000 947 1,660 14,200 10,300 1,890 3.3 1,110 2,550
<br />25 2,4&:1 2.8 2,69Q 51 19,668,000 16,200 1,623,000 18,400 582,700 16,&:>0 953 1,710 14,400 10,600 1,990 3.3 1,070 4,950
<br />26 2,4&:> 3.2 2,730 51 19,640,000 15,900 1,618,000 18,400 581,900 15,700 94"1 1,840 14,300 11,200 1,900 4.4 1,210 3,360
<br />27 2,480 3.4 2,730 51 19,610,000 16,400 1,617,000 18,700 583,600 14,600 944 2,040 13,500 11,200 1,930 3.4 1,410 3,220
<br />28 2,480 3.2 2,690 51 19,576,000 17,200 1,614,000 18,700 586,100 15,000 940 1,990 12,&Jo 10,900 1,890 9.1 1,720 2,8&J
<br />29 2,480 3.0 2,6&:1 51 19,551,000 15,500 1,609,000 18,500 589,500 14,500 940 1,8&:1 12,500 10,300 1,790 24 1,830 2,450
<br />30 2,470 3.0 2,660 51 19,538,000 9,260 1,596,000 15,700 593,200 14,300 940 1,610 12,600 10,000 1,560 10 1,860 2,350
<br />31
<br />Mean 2,361 3.40 0 2,404 52.0 --- 12,030 --- 1b,440 --- 14,120 b"7 1;(41 11,790 tI,971 1,tl()2 4.84 1,251 1,70b
<br />Acre-
<br />feet 14o,~oo 202 0 147,800 3,130 _n 763,500 --- 978,200 --- 840,200 52,760 103,600 701,&:>0 533,800 112,000 288 74,470 101,500
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<br /> SEDIMENT
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<br />Tons I --- --- I _n 16,250 I
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<br />* Furnished by U" S. Bureau of Reclamation, based on powerp1ant records.
<br />lake MJad evaporation by IIRss-transfer method during month was 86,500 acre-feet, equivalent to 8.) inches.
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<br />t Combined flow of ri\"t'!l', Yuma !>lair: Canal wasteway and
<br />!\es,~n.aLion Canal MatH Drain No.4.
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<br />DOUGLAS D. LEWIS, District Engir:eer
<br />Tucson, Arizona
<br />July 11, 1963
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