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<br />OC11'::U
<br />
<br />UHI:'rED mATES
<br />DEP~ (1' THE mRRIOR
<br />GEDLOOICAL SURVEY
<br />
<br />COLORADO RIVER AIm TRIBt1rARIES IN IlllER BASm
<br />Februe.ry ~96Z I
<br />
<br />PROVISIONAL REIEASE
<br />
<br /> Co~o~ Colorado JCo~orad.o Diversions between Colorado Diversions at
<br /> Colorado Paria Little Co1Qrado VirS1n River Lake River Havasu River Parker and Blvthe River Imrerial Dam Colorado
<br />Dote River River Colorado River River Lake llead below Mobaw below Lake below Colo. R. Palo below All GUa Gila River PUot
<br />Feb. I.ee. I.ee. River Grand Litt1e- Usable Jloowr Usable Dovis Usable Parker Indian Verde Ci"oo1a American . Gravity River below Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam Re.. Canal Valley Canal Canal 00_ Yuma Return
<br /> . t
<br /> of. of. of. er. of. acre-ft er. acre~ft of. acre-ft of. of. er. of. of. er. er. of. er.
<br />1 5,6J.O 26 0 6,0)0 158 17,899,000 8,430 1,690,000 3,450 565,200 (3,820 412 842 3,430 2,900 31b 6.6 888 18
<br />2 5,'/90 35 0 5,900 ,60 17,896,000 7,620 1,696,000 3,490 561,100 4,450 462 785 3,530 2,860 449 6.5 869 0
<br />3 5,910 38 0 6,1'70 163 17,895,000 5,BIlJ 1,698,000 3,510 558,200 4,000 46J. 764 3,'/90 2,930 376 6.5 864 0
<br />4 6,000 41 0 6,240 158 17,901,000 4,460 1,701,000 3,500 554,100 3,950 461 795 4,230 2,81.0 263 5.9 862 0
<br />5 6,200 58 0 6,420 174 17,889 ,000 10,600 1,705,000 8,040 548,500 5,18:) 465 IlJo ~,210 3,160 634 5.8 1,1ft! 0
<br />6 6,48) 56 0 6,760 178 17,878,000 1l,300 . 1,710,000 7,9f>J 548,500 5,510 467 849 3,900 3,250 74], 5.9 901 0
<br />7 6,840 39 0 6,980 '85 17,867,000 13,100 1,719,000 7,990 548,600 I 5,58J 469 969 4,820 3,360 786 5.9 813 0
<br />8 7,110 42 52 7,270 229 17,859,000 ;1.3,300 1,730,000 7,1!<> 553,300 3,BIlJ 469 994 4,970 3,770 736 5.5 912 0
<br />9 7,48J 187 270 7,620 1,850 17,&;1,000 10,400 1,746,000 3,o8J 558,400 3,150 469 1,o4<l 4,ll6O 3,'~20 ,86 4.1 839 0
<br />10 8,500 171 550 8,370 ~,570 17,855,000 1,~00 1,754,(X)() 3,230 553,900 5,590 468 1,080 3,410 , 3,820 7"<> 4.1 1,120 0
<br /> ,
<br />II 10,100 100 1,500 10,100 850 17,866,000 3,210 1~146,OOO 6,820 545,200 6,300 472 926 3,010 3,070 647 4.8 845 0
<br />12 12,000 125 1,200 12, 700 1,390 17,878,0(Xf 6,140 1,143,000 7,690 544,700 6,170 472 758 5,18:1 \ 2,940 828 5.3 855 0
<br />13 13,400 TIl 1,000 14,600 1,BIlJ 11,890,000 7,060 1,741,000 8,390 545,600 I 6,010 467 1,210 5,660 , 3,19=1 886 5.4 125 0
<br />14 14,200 €I; 2,,",,, 16,1l1:> 556 17,907,000 8,98) 1,746,000 6,500 547,400 6,390 466 1,300 5,250 4,170 932 5.6 823 0
<br />15 16,300 41 2,600 16,900 452 17,915,000 10,800 1,750,000 8,140 541,200 6,280 463 1,210 5,220 , 4,390 858 5.7 1b4 0
<br />16 27,300 "<> 2,950 22,900 798 11,931,000 9.5'70 1,754,000 8,160 548,100 6,690 423 1,220 5,750 4,600 834 5.6 IlJo 0
<br />17 31,900 138 2,990 32,8::lo 767 17,962,000 6,910 1,151,000 8,270 548,600 I 6,950 "<>1 i,220 5,680 4,570 81b 6.3 1b5 0
<br />18 32,'?OO 45 2,070 35,000 408 18,013,000 6,430 1,751,000 6,320 549,500 6,920 "<>3 1,090 5,870 4,610 715 5.7 847 0
<br />19 29,900 28 1,530 33,300 326 18,055,000 ll,800 1,754,000 9,240 547,200 1,710 399 1,240 6,140 4,720 632 5.8 87l 0
<br />20 26,500 25 1,140 28,500 339 18,106,000 lQ,1OO 1,758,000 9,540 546,700 7,930 398 1,370 6,,~4o 4,810 868 5.4 877 0
<br />I
<br />21 23,600 26 688 25,000 352 18,141,000 10,200 1,759,000 9,490 545,000 8,930 395 1,300 6,""" 4,990 768 4:6 929 0
<br />22 19,300 22 .86 21,700 336 18,176,000 7,520 1,753,000 9,590 543,400 9,190 394 1,310 6,940 5,390 729 4.4 1,000 0
<br />23 16,300 21 393 18,550 302 18,200,000 9,950 1,753,000 9,690 540,900 9,650 395 1,350 7,820 5,690 ai4 4.8 1,340 0
<br />24 14,200 21 319 15,850 279 18,224,000 7,~ 1,751,000 9,580 539,eoo 9,450 397 1,390 8,150 6,o4<l 923 4.1 1,640 425
<br />25 12,100 .20 244 14,100 282 18,237,000 6, 1,750,000 6,920 537,700 I 9,650 396. 1,290 8,)1b 7,030 TI8 4.0 1,030 1,670
<br />26 11,300 21 193 12,750 284 18,252,000 ll,600 1,751,000 11,500 535,100 , 9,500 441 1,420 8,290 6,670 1,090 3.8 1,050 1,430
<br />27 10,700 20 162 ll,66O 259 18,249,000 ll,600 1,750,000 11,500 533,300 I 9,100 46J. 1,640 8,100 6,560 1,2:40 3.7 961 1,090
<br />28 10,300 11 140 11,260 214 18,249,000 11,400 1,751,000 ll,4oo 532,600 I 9,700 460 1,570 8,350 6,700 1,2/b 3.8 933 1,020
<br />29 I
<br />30
<br />31 ,
<br />Mean 14,240 79.8 1JJ.7 15,000 532 m tl,951 m 1,501:1 --- 6.72" """ 1,133 5,04:9 _,_ll TIl 5.20 946 202
<br />Acre- 790,8:>0 45,380 836,200 491 ,100 312 , 600 245,000 42, 840 289 11,210
<br />feet 4,430 29,550 --- _n !j.17,900 --- 373,600 24,410 62,940 52~530
<br /> SEDOOIIr
<br />Tons I 9,212,000 ml u_ ~,310,OOO I
<br />
<br />* Furnished by U. S. Bureau of Reclamation, based on powerplant :records.
<br />lake Mead evaporation by mass-transfer metbOd during month vas 36,500 acre-feet, equival.ent to 3.7 1ncbes.
<br />
<br />t Combined. flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal. Main Drain No.4.
<br />
<br />DOOOIAS D. lEWIS, District Ene:ineer
<br />Tucson, Arizona
<br />March 15, 1962
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