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<br />UNITED STATES
<br />DEPARTMENr OF TIlE INTERIOO
<br />GEOLOOICAL SURVEY I
<br />COLORADO RIVER AND TRIBUTARIES IN IPWER BASIN
<br />July 1966 I
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<br /> Colorado Colorado '. Colorado Diversions between Colorado Diversions at
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<br /> Colorado Faria Little Colorado Virgin River Lake River Havasu River Parker and Blvthe River Im rial Dam Colorado
<br />Date River River Colorado R'i ver River lake Mead below Mohave below Lake . below Cola. R. Palo below All Gila Gila River Pilot
<br />July rees rees River Grand L1ttle- Usa. bIe Hoover Usable Davis Usable i Parker Indian Verde Cibala American Grav! ty River below Knob
<br />1966 Ferry Ferry Cameron Canyon field Contents Dam Contents nom Contents , Dam Res. Canal Valley Canal Canal Dome Yuma Return
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<br /> of, ofs ofs cf, cfs acre-ft cf, a.cre-ft cf, acre-ft cfs cfs cfs cf, cf, of, cf, cfs cf.
<br />1 10,000 4.5 0 -13,700 58 15,546,000 14,600 1,597,000 17,900 606,600 I 14,200 971 1,940 1l,900 9,410 1,t)~0 7.6 674 1,770
<br />2 8,440 4.5 0 '10,100 55 15,542,000 11,400 1,587,000 18,500 606,400 15,200 982 1,980 12,000 9,870 1,580 7.6 650 2,220
<br />3 7,830 3,5 0 19,220 55 15,547,000 6,610 1,572,000 14,400 606,200 , 15,400 982 2,050 12,600 9,790 1,360 7.6 651 2,470
<br />4 9,350 3.5 0 8,250 55 15,549,000 8,190 1,564,000 11,900 601,400 J 15,200 971 1,970 12,700 9,760 1,650 7.3 639 2,800
<br />5 11,400 3.2 0 9,970 54 15,541,000 14,500 1,556,000 19,000 593,000 j 14,500 971 1,880 13,100 9,880 1,810 7.3 661 2,970
<br />6 11,600 3.2 0 12,200 54 15,522,000 15,900 1,551,000 19,300 594,200 i 14,300 982 1,910 12,500 9,950 1,970 7.3 656 2,960
<br />7 11,800 3.2 0 12,600 52 15,506,000 17,000 1,555,000 16,000 602,000 ; 12,600 982 1,960 12,500 9,900 1,870 7.0 668 2,900
<br />8 11,500 3.0 0 ,12,400 54 15,491,000 18,100 1,559,000 15,800 603,200 13,900 905 1,820 11,500 9,920 1,9&l 6.7 682 2,920
<br />9 11,200 2.8 0 12,100 55 15,479,000 12,500 1,553,000 16,200 598,600 i 15,100 971 1,810 11,100 9,800 1,710 6.5 650 2,940
<br />10 11,500 3.2 0 12,000 55 15,494,000 9,320 1,548,000 12,000 596,200 ! 14,700 971 1,760 12.4)0 9,590 1,500 6.4 649 2,940
<br />11 ll: 400 3.0 0 12,300 56 15,486,000 16,200 1,548,000 17,100 587,&l0 I 15,700 961 1,790 12,600 9,860 1,6(')0 6.4 674 2,860
<br />12 10,700 3,8 0 11,900 55 15,476,000 15,000 1,545,000 17,400 583,800,1\ 15,500 960 1,690 12,700 9,870 1,910 6.3 1,040 2,480
<br />13 12,900 2.8 0 12,000 52 15,462,000 17,300 1,541,000 18,400 583,400 ~, 14,900 960 1,760 13,000 9,770 2,030 6,3 916 2,560
<br />14 11,100 2.5 0 13,100 52 15,444,000 18,500 1,545,000 17,800 588,000 1 13,400 960 1,700 12,700 9,810 1,950 6.4 720 2,810
<br />15 11,000 2.7 0 ,12,200 54 15,430,000 18,600 1,548,000 17,400 589,300 14,800 953 1,750 11,900 9,930 1,860 6.4 783 2,660
<br />16 9,800 3.2 0 11,400 52 15,421,000 16,300 1,546,000 17,500 589,,,"01/ 14,'(00 960 1,660 12,000 9,730 1,640 603 960 2,670
<br />17 11,900 3.2 0 10,500 52 15,421,000 11,300 1,543,000 14,100 589,300 I 14,900 960 1,6&:! 12,400 9,490 1,550 6.2 956 2,700
<br />,8 10,500 4.8 0 ,13,000 52 15,405,000 18,700 1,546,000 16,000 582,500 I 15,800 960 1,710 12,t:OO 9,660 1,790 6.1 890 2,670
<br />19 10,700 3.8 0 '11,000 51 15,387,000 18,300 1,552,000 16,600 580,200 ' 15,200 960 1,770 12,900 9,820 1,890 5.9 700 2,640
<br />20 9,770 3.5 0 110,900 52 15,372,000 18,900 1,558,000 16,500 579,400 l 15,100 968 1,900 13,200 10,200 1,1~40 5.7 658 2,640
<br />21 10,300 4.0 0 '10,400 52 15,355,000 18,900 1,559,000 17,200 5&l,400'1 13,600 912 1,9&:! 11,800 10,500 1,980 5.7 660 2,650
<br />22 ll,200 4.2 0 :11,100 52 15,340,000 17,400 1,562,000 18,000 582,1001 13,&:>0 915 2,040 11,500 9,720 1,840 5,5 669 2,260
<br />23 11,200 5.5 0 112,400 52 15,337,000 11,800 1,553,000 17,400 584,800 l 13,900 906 1,9<D 11,400 9,530 1,i3I.)Q 5.4 657 2,260
<br />24 9,760 5.5 0 112,100 50 15,341,000 7,2<D 1,541,000 14,200 585,700 I 14,100 927 1,900 11,300 9,120 1,490 5.2 636 2,300
<br />25 10,200 60 0 10,500 50 15,333,000 15,900 1,540,000 17,200 581,900 14,900 937 1,920 11,500 8,880 1,860 5.1 741 2,250
<br /> 9,430 49 " 581,500 : 8,370
<br />26 0 \10,700 50 15,326,000 15,100 1,536,000 17,600 15,000 937 1,970 11,900 2,070 4.9 1,060 1,910
<br />27 9,900 24 0 (10,700 51 15,314,000 15,000 1,532,000 17,500 581,300 \ 15,100 937 1,920 12,300 8,740 1,870 4.9 785 2,050
<br />28 10,100 15 0 10,700 52 15,304,000 15,900 1,530,000 17,100 582,300 14,100 937 1,940 12,200 9,520 1,870 5.0 684 2.140
<br />29 10,200 76 0 11,000 51 15,291,000 15,600 1,525,000 18,400 581,100 15,600 931 1,940 l1,fJJO 9,960 1,860 5.3 560 2,380
<br />30 9,400 48 99 ,11,000 50 15,288,000 10,800 1,512,000 18,700 584 ,000 14,900 937 1,860 12,300 9,420 1,830 5.4 634 2,290
<br />31 9,040 38 393 10,400 50 15,295,000 6,320 1,497,000 14,800 588,400 14,000 937 1,800 13,000 8,530 1,240 5.5 651 2,340
<br /> 12.8 I
<br />Mean 10,500 15.9 11,350 52,7 --- 14,450 ,-- 16,710 --- 14,650 952 1,(j63 12,230 >,b25 1,n9 6.17 729
<br /> 2,529
<br />Acre- 697,900 114,500
<br />feet 644,900 788 976 3,240 --- 888,600 --- 1,027,000 --- 900,700 58,520 751,900 591,800 109,400 379 44,250 55,500
<br />* Furnished by U. S. Bureau of Reclamation, based on poverplant records.
<br />lake Mead evaporation. by mass-transfer method during month was 85,100 acre~feet, equivalent to 9.5 inches H. M. Babcock, District Chief
<br /> Water Resources Division
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<br />Tucson, Arizona
<br />August 17, .1966
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