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<br />
<br />001:31t
<br />
<br />UNITED grATES
<br />DEPARTMENl' OF THE INTERIOFi
<br />GEOLOOICAL SURVEY
<br />
<br />. PROVISIONAL REIEASE
<br />
<br />COWRAOO RIVER AND TRIBvrARIES IN LCMER BASIN
<br />September 1962 I
<br />
<br /> Colorado Colorado Colorado Diversions between Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River lake River Havasu River Parker and Blythe River Imoerial Dam Colorado
<br />Dat. River River Colorado River River lake Mead belo." Mohave below lake below Colo. R. Palo belo.... All Gila Gila. River Pilot
<br />Sept. Ie.. Iee, River Grand Little- Usable Hoover Usable Davis Usable Parker Indian Verde Cibola American Gravity River 'below Knob
<br /> Ferry Ferry Canleron Canyon field Contents Dam Contents Dam Contents - Re,. Canal Valley Canal Canal Do~ y""", Return
<br /> . t
<br /> of, c" of' of, ", acre-ft cr, acre-ft of, acre-ft of, of, ef, ef, of, ef, ero ef, ef'
<br />1 4,Boo 3.8 0 5.230 49 24,070,000 12,000 1.,367,000 12,400 571,200 ll,lOO 877 1,68:1 9,UO "Boo 1,190 2.6 1,470 0
<br />2 4,58;) 4.0 0 4-,980 50 24,063,000 "em 1,364,000 9,070 575,EOO il,500 945 1,550 9,720 7,450 1,650 3.5 1,390 0
<br />3 4,450 3.6 0 4,780 50 24,054,000 '1,Bal 1,35.6,000 ll, 800 570,900 ll,600 945 1,600 10,000 7,290 1,570 14 1,300 0
<br />4 4,300 4.2 0 4,610 50 24,027,000 16,100 1,363,000 12,000 567,100 ' ll,OOO 948 2,180 10,400 7,000 1,660 4.6 1,520 0
<br />5 4,180 4.2 4.3 4,49Q 50 24,006,000 15,100 1,369,000 ll,1W 566,700 10,400 945 1,740 10,000 7,240 1,590 3.4 1,Boo 0
<br />6 l.t,OEio 4.5 30 4,3(;0 50 23,982,000 14,500 1,374,000 ll,'1OO 564,600 10,400 942 1,740 9,660 7,200 1,620 6.1 1,790 0
<br />7 3,990 4.5 8.0 4,320 51 23,957,000 14,700 1,378,000 il,700 561,600 1l,3bo 945 1,750 9,2]0 7,370 l,nO 3.8 1,100 0
<br />8 3,940 4.5 .6 4,250 51 23,948,000 11,400 1,377,000 1l,8o0 560,700 10,700 945 1,7liJ 9,320 7,220 1,750 3.2 1,330 0
<br />9 3,880 4.2 0 4,220 51 23,933,000 6,Boo 1,367,000 ll, Boo 558,100 10,900 935 1,640 9,750 1,08:1 1,530 '1.4 1,170 0
<br />10 3,880 4.5 0 4,210 51 23,909,000 13,500 1,366,000 13,100 555,200 ll,'1OO 931 ',600 9,630 7,290 1,500 5.6 1,420 0
<br />11 3,880 4.'1 0 4,210 5' 23,885,000 13,900 1,368,000 13,200 553,100 ll,loo 931 1,850 10,100 7,310 l,58:l 4.0 1,350 0
<br />12 3,810 4.'1 0 4,200 51 23,864,000 14,500 1,370,000 12,900 552,100 ll,60o 928 1,830 10,100 1,8:10 1,6'20 3.8 1,430 0
<br />13 3,720 4.5 0 4,160 51 23,843,000 13,700 1,313,000 13,100 551,200 10,900 922 1,Slo 9,840 1,950 1,660 4.0 1,300 0
<br />14 3,790 4.'1 0 4,150 51 23,819,000 13,(;()o. 1,3'13,000 13,~OO 550,600 U,lOO B94 1,610 10,200 1;81.0 1,660 4.3 1,160 0
<br />15 3,940 4.'1 0 4,180 52 23,806,000 9,650 1,366,000 13,200 549,900 ll,l00 860 1,550 9,870 '1,990 1,450 3.8 1,300 0
<br />16 4,040 4.'1 0 4,270 52 23,80.4,000 6,000 1,352,000 12,900 549,200 ll,40o 791 2,'020 10,400 7,970 1,320 3.5 1,320 0
<br />1'1 4,130 4.7 0 4,300 52 23,183,000' 13,400 1,352,900 13,500 547,900 12,000 696 1,670 10,600 1,930 1,410 3.5 1,290 0
<br />,8 4,0&1 4.'1 0 4,310 52 23,766,000 12, 600 1,350,000 13,600 547,000 11, Boo 682 1,700 10, Ebo 7,96:> 1,390 4.0 1,480 0
<br />19 4,040 4.5 0 4,310 5' 23,746,000 14,200 1,350,000 13, 8:10 547,200, 1l,500 649 1,790 10, 900 8,300 1,450 5.3 1,950 0
<br />20 4,230 5.2 186 4,310 51 23,722,000 13,400 1,348,000 13,900 547,200 ' 11,000 649 1,740 10, 600 8,600 1,500 4.4 1,690 0
<br />21 7,110 23' 410 5,440 73 23,103,000 13,Ebo 1,,349,000 13,700 549,000 11,200 '163 1,'100 10,200, 8,640 1,690 4.3 1,350 0
<br />22 '1,660 184 93 6,700 62 23,690,000 10,100 1,341,000 13,900 550,300 ll,200 855 1,530 9,960 8,320 1,110 4.0 1,220 0
<br />23 7,240 35 24 7,7&J 54 23,693,000 5,360 1,326,000 13,8xl 552,200 ll,400 863 1,360 10, 100 8,000 1,360 3.8 1,210 0
<br />24 6,000 196 99 7,160 52 23,673,000 15,400 1,329,000 12,900 553,700 11,300 865 1,3Eb 10,300 7,ibO 1,440 3.3 1,270 0
<br />25 .5,410 4, 21 6,250 58 23,660,000 15,200 1,333,000 13,100 556,700 10,500 865 1,2ib 10,300 1,920 1,460 2.4 1,440 0
<br />26 7,070 117 10 5,640 56 23,644,000 13,700 1,336,000 12,700 561,100 9,840 859 1,3~ 10,400 8,3.30 1,340 2.6 1,910 0
<br />27 7,080 54 662 7,400 73 23,638,000- 13,700 1,344,000 8,700 565,400 9,.510 856 1,2/3:) 10,400 9,030 1,190 2.9 1,66:l 922
<br />28 7,970 1'16 440 8,100 1,44D 23,622,000 13,100 1:,35,2,000 8,870 568,600 8,050 856 1,120 9,550' 9,350 1,~30 2.4 1,160 2,420
<br />29 10,300 509 753 8,450 60.0 23,622,000 10,000 1,354,000 8,7F:b 569,200 ' 8,520 '166 1,120 9,050 8,330 1,1.40 2.1 1,000 1,620
<br />30 9,950 45 342 1O,Boo 20'1 ~3,624)0Q() 5,81.0 1,]48,000 8,B&> 567,€JXJ 9,3],0 6'13 1,040 8,120 8,030 854 2.3 1,120 1,370
<br />31
<br />Me.n .5,250 55.9 103 5,390 123 m 12,030 --- 12,100 m 10,lj30 "53 1,600 9,954 7,886 1,494 4.16 1,417 211
<br />Act"e-
<br />feet 312,400 3,330 6,110 320,700 7,340 m 715,8:)0 --- 725,000 --- 644,500 50,140 95,230 592 300 469200 88.910 248 84.'1,0 12 560
<br /> SEDIME:NI'
<br />Tons -T 2,919,000 .-- _n I 2,072,000
<br />
<br />* Furnished by U. S. :Bureau of Reclamation, based on powerp1ant records.
<br />I&ke Mead evaporation by _Bs-transter Jlll!tbod during IIlOD.ttl. 'VU 96,900 1I.Cre.-teet, equ1~ent to B.Q UlI::b&S.
<br />
<br />t Combined flow of' river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No.4.
<br />
<br />DOUGLAS D. LEWIS, District Engineer
<br />Tucson, Arizona
<br />Detober U, 1962
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