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<br />PROVISIONAL REIEASE
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<br />OCtJ29
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<br />UNITEP srATES
<br />DEPARTMENT OF THE INI'ERIOR
<br />GEOLOOICAL SURVEY
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<br />COWRADO RIVER AND TRIBtJrARIES m LCMER BASIN
<br />February ~969
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<br /> Colorado Colorado Colorado Diversions between Colorado Diversions lat
<br /> Colorado Paria Little Colorado Virgin River Lal<e River Havasu River Parker and BIV't_he River Im rial D1m Colorado
<br />Date River River Colorado River River Lake Mead belo.... Moha ve be1o.... Lal<e below Colo. R. Palo bel~ All uila Gila River Pilot
<br />Feb. [eee [eee River Grand Litt1e- Usable Hoover Usable Davis Usable Parker Indian Verde Cibola American Gravity River bel~ Knob
<br />1969 Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam P,,,. C~al Valley Canal Canal Do= y- Return
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<br /> de de or, ofe ofe acre-ft of, acre-ft ofe acre-ft ofe of, ofe de ofe de ofe ofe of,
<br />1 16,200 18 906 16,300 3" 15 ,466,000 7,<.:>tI? l'~22,OOO ~;~~ >j',~ ',900 0 ~ ,,~10 :,100 ~~ 1.0 ~4 u
<br /> 6,900 23 ,20 16,500 290 15,485,000 3,800 1,685 ,000 533,000 6,llO 0 5,430 4,400 1.0 0
<br />2 276 1,684,000 10,500 528,700 7,500 0 879 ','60 4,730 '36 1.0 688 0
<br /> 8,460 26 41, 7,030 15,501,000 10,500
<br />3 263 1,685,000 9,880 526,900 8,250 0 927 5,730 5,160 ,81 1.1 710 0
<br />4 7,06:1 2, 320 9,420 15,502,000 10,eoo
<br /> 15,493,000 1,682,000 12,200 526,300 7,7eo 0 926 6,740 5,540 488 1.1 685 0
<br />, 6,530 31 246 8,010 2,3 11 , 700 ,
<br />6 7,250 "" 192 7,100 247 15,485,000 10,9QO 1,681,000 12,500 528,700 8,760 0 1,070 7,530 ',940 , 529 1.1 714 0
<br /> 160 8,160 240 15,488,000 10,300 1,676,000 12,900 528,&:xJ 10,700 229 1,120 7,210 6,160 621 1.0 7<'3 0
<br />7 8,420 52 237 15,489,000 7,190 1,665 ,000 13,000 530,800 9,520 ,,,,, 1,090 6,730 5,790 793 .97 698 0
<br />8 7,gltO '0 124 9,230 15,494,000 1,651,000 534,200 9,UO 491 957 7,3eo ,,400 , 704 .96 709 0
<br />9 6,390 4, 101 8,820 233 ','90 13,000
<br /> 6,620 23' 15,491,000 10,400 1,6107,000 12,600 536,200 9,510 '33 1,06:) 7,710 5,650 1-,200 ,94 676 0
<br />10 7,610 3' 91
<br />n 8,270 43 80 8,500 230 15,492,000 10,100 1,644,000 il,700 53B,SQO 9,120 678 1,130 8,260 6,050 b60 ,94 734 0
<br />12 8,200 '0 70 8,660 230 15,481,CQ:) 1.0,"'" 1,644 ,000 10,BoO 540,900 8,1In ,13 1,HD ,,860 6,390 l,2'20 .94 1,1.40 0
<br />13 8,170 '2 70 8,820 272 15,475,000 11,300 1,645,000 1.0,900 543,100 7,840 712 1,150 ,,640 6,630 1,220 .92 1,120 '0
<br />14 8,750 '3 ~~ 9,060 306 15,473,000 10,200 1,643,000 10,600 545,000 7,840 ,38 1,18:) 7,350 6,860 1,060 .88 536 1,OljO
<br />'5 7,310 42 8,820 303 15,476,000 7,380 1,638,000 10,500 546,100 8,120 809 1,100 6,740 6,490 I 911 ,fIr 667 1,08:)
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<br />,6 6,790 '0 37 7,940 448 15,484,000 4,830 1,629,000 10,200 546,500 8,100 809 1,140 6,670 5,390 J 727 .88 643 1,000
<br />'7 8,550 '7 33 7,240 4'7 15,481,000 10,900 1,630,000 10,M 546,800 ,,900 849 1,190 6,""" 5.330 ,:1.,070 .87 646 1,020
<br />18 9,040 "" 30 9,140 303 15,476,000 11,200 1,632,000 9,240 549,400 7,390 8'9 1,140 6,930 5,360 tL,070 .89 576 1,090
<br />19 8,820 53 28 9,460 3"0 15,471,000 1l,500 1,636,000 9,710 549,500 7,460 ~ 1,170 6,860 5,410 1,130 1.1 524 1,310
<br />20 10,700 '2 26 9,460 J49 15,471,000 10,&J0 1,640,000 8,560 551.,200 6,970 1,190 6,570 5,700 f,120 1.0 ,24 1,300
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<br />21 9,030 '2 27 1l,300 264 15,467,000 10,goo 1,641,000 9,890 51.9,500 7,710 869 1,230 6,390 5,350 1,030 .93 '3' 1,260
<br />22 7,700 47 30 9,460 250 15,413,000 5,740 1,634,000 9,630 550,800 8,_ 854 1,ZOO 6,lj.5Q 5,310 ,43 .93 ,48 1,200
<br />23 6,940 46 39 8,240 258 15,587 ,000 4,530 1,623,000 9,600 551,900 7,5.30 846 1,190 6,940 4,990 683 .91 ,,,,, 1,200
<br />24 9,350 48 46 7,600 247 15,479,000 13,500 1,631,000 8,930 551,700 7,390 84, 1,310 7,04<> 5,210 jl,leo .96 ,67 1,200
<br />2, 7,670 48 40 9,590 1,560 15,471,000 15,200 1,644,000 9,600 550,100 7,880 851 1,28:) 6,750 5,210 11,260 ,96 550 1,250
<br />26 8,380 n4 40 8,380 ',690 15,474,000 13.700 1,654,000 9,860 549,700 8,380 856 1,290 6,440 5,350 :1,230 ,9' HI 1,280
<br />27 8,170 124 3' 8,9/30 1,880 15,471,000 14,100 1,659,000 11,200 551,900 8,400 853 1,Z30 6,850 ,,640 -1,180 .92 ,62 1,310
<br />28 7,700 55 3' 8,740 1,000 15,464,000 13,100 1,664,000 10,100 553,500 9.610 853 1,2&:1 7,190 ,,660 11,060 .94 6Tf 1,090
<br />29 --- _h m _h --- h_ m m _h _h _h m m _n m h_ --- h_ m
<br />30 m h_ m _n m m --- _n m m --- m _h h_ _h m --- m h_
<br />31 m h_ --- _n m m m _n --- h_ --- m --- _h _n _n --- m n_
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<br />Me~ 8296 49.2 1>7 606 9,934 1,lolt 6,809 ",4, I .96
<br /> 9,160 h_ m 10,550 m 8,130 '90 929 664 631
<br />Acre- 460,&:Jo 2,740 7,630 508,900 33,640 585,900 451,500 6.l,J20 378,100 308,000 51,600 36,880
<br />feet --- 551,700 h_ h_ 32,150 '3 35,070
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<br />* Furnlehed by U. S. BUTeau of :Reclamation, based on poverplant records.
<br />lake Mead. evaporation by masB~tranB:rer method during DOnth vas 30,600 acre-feet, equivalent to 3.45 inChes.
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<br />H.M. Babcock, District Chief
<br />Water Resources DivisloIl
<br />Tucson, Arizona '
<br />MlU"ch 20, 1969
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