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<br />PLEASE NOTE NEW MA.ILING ADDRESS: P. O. Box 4070.. Tucson, Arizona
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<br />UNITED S1'ATEs
<br />OEPARTMEm' OF' THE INTERIOR
<br />GEOLOGICAL SURVEY
<br />COLORADO RIVER AND TRIBIJ't'U.IES IN toWER BASIN
<br />November 1961
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<br />PROVISIONAL RECORDS
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<br /> Colorado Co larado Colorado Dl versIons between Colorado DIversions at
<br /> Colorado ParIs Little Colora(\o Virgin River Lake River Hava.eu R;l..v9r Parker and Blvthe River Imoerlal Dam Colorado
<br />Date River River Colorado R~ ver River Ulka Mead below Mohave below Lake below Colo, R. Palo below '" ,UH' Glla River Pilot
<br />Nov. Lees Lee. HiveI' Orand Llttle- Usable Hoover Usable Pavis Usable Parker Indian Ve1"de Clbola American Gravity River below Knoo
<br /> Perry FerrY' Cameron Canyo\"i n~ld Contents 0,. Contents Dam Contents Dam Res. Canal Va 1ley Canal Canal pome Yu:na RetUrn
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<br /> cf. cf. cf, cf, cf, acre-ft cr, aCt'e-Ct cf, acre-ft cf, cf, cf, cf' cf' efs cf,
<br />1 13.200 10 0 12,700 108 18.087,000 8,120 1,380,000 7,700 554,300 '5,230 4" 921 5.620 4,S50 1,340 5.3 933 0
<br />2 11.800 11 47 13,600 108 18,094,000 7,940 1,381,000 7,120 554,4:00 5,400 433 919 5,570 4,620 1,250 5.1 937
<br />3 11,100 11 993 13,000 10. 18,101,000 7,700 l,3e'2,OOO 7,530 554,400 5,790 434 1,070 5,480 4,460 1,110 4.8 942
<br />4 10,100 10 30. 12,200 10. 18,112,000 7,260 1,.38.3,000 7,100 555,000 5,630 43. 92. 5,530 4,370 872 4.8 931
<br />5 9,800 9.3 148 11,000 10. 18,121,000 4,900 1,383,000 5,250 555,000 5,290 436 917 5,780 4,150 660 '.8 959
<br />6 9,910 9.3 91 10,600 102 18,124,000 8,670 1,383,000 7,010 552,600 4,eaO 439 911 5,660 4,190 90. 5.0 921
<br />7 9,640 8.2 72 10,500 102 18,124,000 9,250 1,:387,000 7,150 55~,300 4,940 442 1,030 5,470 4,290 822 5.1 909
<br />8 9,450 9.3 56 10,400 96 18,122,000 9,:350 1,393,000 7,190 553,300 5.510 ... 1,110 5,320 4,490 662 5.3 1,100
<br />9 8,970 12 41 9,970 100 18,125,000 9,150 1,396,000 7,270 553,500 5,400 442 1,100 4,840 4,380 653 5.4 998
<br />10 8,790 12 30 ,--9...520 102 18,126,000 9,230 1,400,000 7,180 55.3,000 5,6M 445 894 5,060 4,3S0 583 5.4 945 N
<br />11 8,510 11 22 9,34-0 104 18,131,000 6,760 1,400,000 7,200 553,100 5,510 443 884 5,020 4,530 559 5.3 936 0
<br />12 8s390 11 16 9,100 100 18,139,000 4,840 1,401,000 5,660 553,700 5,460 445 824 5,110 4,290 500 5.0 922
<br />13 8,360 10 . 11 8,870 100, 18,128,000 10,700 1,407,000 6,080 551,700 5,.350 439 922 5,180 4,190 843 5.0 984
<br />14 8,4.70 8.' ./ 7.6 8,850 I 11' '}g,124,OOD 10,500 1,413,000 5,970 549,200 5,680 409 90' 5,060 4,250 908 5.3 1,050
<br />15 8,540 7.1 5.4 8,9$0 120 1 ,120,000 10,700 1,419,000 6,060 546,300 5,790 363 1,010 5,040 4,170 85' 5.4 1,000 .
<br />16 8,470 11 4.0 8,9130 120 16,107,000 11,500 1,f,,5Z,OOO 6,020 546,500 5,290 363 1,070 4,840 4,270 762 5.6 939 L
<br />17 8,290 13 2.8 8,840 114 18,106,000 10,700 1,440,000 5,970 545,200 5,570 361 1}070 4,910 4,120 691 5.8 901
<br />18 8,320 12 2.2 8,770 110 16,100,000 9,370 1,446,000 5,850 543,200 5,900 362 1,020 4s€'20 5,920 'I. 5.8 834 0
<br />19 8,180 11 1.8 8,800 112 18,106,000 6,MO 1,UB,000 5,140 539,500 6,230 361 aaa 4,670 3,780 525 5.9 885
<br />20 7,970 10 1.8 8,600 116 18,091,000 13,000 1,452,000 8,920 535,900 6,060 361 925 5,000 3,840 818 5.8 877 W
<br />21 8,000 13 I.' 8,480 124 18,091,000 10,4.00 1,461,000 6,920 5'58,600 5,510 363 893 5,270 4,200 876 5.7 861
<br />22 8,290 1. 1.6 8,500 141 18,087,000 10,400 1,467,000 6,810 539, SOD 51230 363 823 5,200 4,190 772 5.4 867
<br />23 8,470 12 1.4 8,800 134 18,092,000 5,080 1,463,000 6,750 540,200 4,940 354 '64 4,eOO 4,150 723 5.7 930
<br />24 8,320 14 1.4 8,920 134 18,091,000 8,980 1,466,000 6,810 540.500 6,1'70 36' 122 4,560 3,980 632 5.6 902
<br />25 9.,140 19 1.4 8,840 143 18,087,000 8,900 1,468,000 6,740 544,500 4,510 .364 901 4,560 3,910 500 3.7 1,020
<br />2' 7,830 34 1.2 8,610 200 18,099,000 5,070 1,469,000 5,120 548,300 5,290 ~S4 '44 5,110 3,800 403 2.3 1,480
<br />27 7,660 '8 1.1 8,340 213 18,096,000 9,830 1,4-7'7,000 5,240 550,800 5,230 363 793 4,280 4,100 259 2.4 1,470
<br />28 7,480 25 1.0 8,160 185 18,099,000 8,050 1,481,000 5,250 552,600 4,820 354 809 4,300 3,430 898 2.0 901
<br />29 7,520 20 .7, 7,980 In 18,094,000 8,790 1,486,000 5,420 553,900 5,230 36< Bee 4,49.0 3,;310 834 1.5 667
<br />30 7,620 1. .5 8,080 165 18,09"',000 8,450 1,491,000 5,330 555,800 4,390 365 885 4,230 3,990 660 1.2 1,210 0
<br />31
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<br />Mean 8,855 13.9 62.4 9,575 127 --- 8,684- --- 5,500 --- 5.397 398 910 5 DB 4, 143 770 4.71 974
<br />Acre- 526,900 825 3,710 569,800 7,370 --- 516,800 --- 386)800 --- 32],200 23,€50 54,160 2S8,700
<br />feet 246,500 45,300 280 57,940
<br /> 3EDIMENT
<br />Tons 1,821,0001 --- --- ~, 179,800
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<br />* Furnished by U. S. Bureau ot Reclamation, based on powerp1ant ree~~&.
<br />Lake Mead evaporation by m8.ss-trans!'er method durll~g month was 61,400 acre-feet ~ equlva.:"el',t to ~. 2 inches.
<br />Note: Please make the following revisions for Gila Gravity Main Canal tor October, 1961.
<br />Oct. Cfs
<br />-n- ~'it
<br />29 770 Mean 1,038
<br />30 1.560 Ac-f"t 53,610.
<br />:51 I, .320
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<br />tCcmbined flow of river, Yuma Matn Canal ~asteway and
<br />Reservation Canal Main Drain No. ....
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<br />DOUGLAS D. LEW!S, District Engineer
<br />Tucson, Arizons
<br />December 13, 1961
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