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<br />UNITED STATES
<br />DEPIl.RTME~IT OF THE IN'lEEIOF'
<br />GEOLOGICAL SURVEY
<br />COWMDO RIVER AND TRIBUTARIES IN LO~'ER BASIN
<br />December 1963
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<br />PROVISIONAL RELEASE
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<br /> Colorado Colorado Colorado Diversions between Colorado Diversions at
<br /> Colorado Paria Lit tle Colorado Virgin River Lake River Havasu : River Parker and Blvthe River Dnoerial Dam Colorado
<br />Date River River Colorado River River lake Mead below Mohave below Lake below Colo. 'R. Palo below 'All Gila Gila River Pilot
<br />Dec. Lae~ "'e~ River Grand Little - Usable Hoover Usable Davis , Parker Indian
<br /> Usable Verde Cibola American Gravity River be 10'"" Knob
<br /> Ferry Ferry Cameron Canyon field Contents D= Contents D= Contents Dam Res. Canal Valley Canal Canal Dome Ywoa Return
<br /> * t
<br /> cf, cf~ cf, cfs cf~ 1......8SIr'-,ft.o.. cf~ acre-ft efs acre-t't , e1's cf~ cf, of, cf' cf~ of, cf, cf,
<br />1 1,000 16 1,150 117 16,515,000 3,460 1,388,000 6,220 5113,100 I 5,780 321 &00 5,070 3,650 432 0,5 1,830
<br />2 1,010 16 1,150 113 16,498,000 10,100 1,391,000 7,160 540,200 5,640 321 865 5,070 3,660 654 ,5 1,530
<br />3 1,020 16 1,150 109 16,480,000 10,200 1,396,000 7,140 539,600 5,670 J23 937 5,370 3,760 758 ,5 1,!~4o
<br />4 1,030 14 1,150 107 16,463,000 9,240 1,399,000 7,060 539,600 5,690 ]26 836 5,530 3,690 818 ,5 1,46:)
<br />5 1,030 13 1,150 111 16,448,000 8,850 1,401,000 7,200 540,700 5,190 325 895 5,510 3,650 818 .5 1,460
<br />6 1,030 14 1,150 115 16,434,000 9,070 1,404,000 6,280 543,200 , 5,090 J24 811 5,460 :L730 658 ,5 1,460
<br />7 1,030 16 N 1,160 105 16,424,000 7,590 1,407,000 6,450 545,600 1 4,380 324 744 5,220 3,770 547 ,5 1,630 N
<br />8 1,030 17 1,160 109 16,415,000 4,290 1,403,000 4,820 545,800 5,560 32J 755 5,140 3,700 358 ,5 1,9fo
<br />9 1,030 14 0 1,160 lJ8 16,395,000 9,oeo 1,407,000 6,100 542,500 6,560 325 787 4,1'60 3,5'20 904 ,5 1,920 0
<br />10 1,030 12 1,170 136 16,387,000 8,870 1,413,000 6,170 539,600 , 6,380 327 773 5,240 3,440 1,080 ,5 1,490
<br /> I
<br />11 1,030 13 1,160 121 16,367,000 9,580 1,419,000 6,400 538,900 5,620 324 846 6,000 3,760 1,110 ,5 1,410
<br />"2 1,030 9.6 F 1,150 109 16,350,000 9,620 1,424,000 5,990 538,700 I 4,420 363 1,010 5,800 3,890 874 ,5 1,440 F
<br />13 1,030 10 1,150 107 16,337,000 8,890 1,428,000 6,340 537,800 I 5,640 382 934 5,370 4,060 666 ,5 1,460
<br />,4 1,030 10 L 1,150 117 16,325,000 7,860 1,428,000 6,560 537,500 , 5,J50 379 933 4,540 4,090 469 ,5 1,460 L
<br />15 1,030 9,3 1,150 123 16,315,000 4,320 1,429,000 11,970 536,000 , 5,290 382 827 5,260 3,630 328 ,5 1,570
<br /> 0 , 0
<br />16 1,030 10 1,150 111 16,298,000 10,700 - 1,429,000 6,770 533,900 4,900 384 926 5,240 3,690 574 ,4 1,490
<br />17 1,030 10 W 1,1::;0 107 IG,277,OOO ll,80o 1,443,000 6,710 533,000 5,no 385 947 4,970 3,730 664 ,4 1,750 w
<br />18 1,020 12 1,150 111 16,259,000 10,900 1,449,000 7,070 532,400 5,020 385 1,040 4,900 3,860 687 ,4 1,490
<br />19 1,020 13 1,150 109 16,243,000 9,820 1,453,000 7,230 533,500 , 4,7&0 385 942 )..,950 3,550 609 ,J 1,470
<br />20 1,020 16 1,140 107 16,220,000 1l,400 1,461,000 7,080 535,100 , 4,410 385 872 4,900 3,310 609 ,3 1,420
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<br />21 1,020 17 1,140 111 16,204,000 9,920 1,466,000 7,020 538,400 4,050 384 745 4,720 3,260 496 .3 1,500
<br />22 1,020 15 1,140 103 16,190,000 5,420 1,466,000 5,550 541,100 3,040 385 766 4,500 2,960 598 ,3 1,440
<br />23 1,030 16 1,140 105 16,166,000 13,500 1,478,000 5,920 539,600 , 4,960 387 748 4,280 2,950 605 ,3 1,540
<br />24 1,030 12 1,140 98 16,153,000 1l,300 1,486,000 6,090 539,&00 4,410 388 694 4,030 2,550 244 ,3 1,490
<br />25 1,030 12 1,140 105 16,143,000 5,510 1,487,000 4,940 539,800 4,370 388 597 4,860 1,870 41 ,J 1,950
<br />26 1,030 13 1,140 115 16,123,000 13,500 1,501,000 5,920 536,900 5,220 422 872 4,700 8,860 415 ,3 2,460
<br />27 1,030 13 1,140 113 16,094,000 13,900 1,507,000 6,140 534,400 5,630 456 766 4,340 3,300 636 .2 1,780
<br />28 9&0 13 1,150 109 16,075,000 11,300 1,521,000 5,920 534,200 I 4,5&0 497 769 4,760 3,260 668 ,2 1,400
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<br />29 9&0 16 1,140 100 16,064,000 5,610 1,525,000 5,150 536,400 \ 3,250 5&0 792 5,030 2,980 609 .2 ~,4oo
<br />30 9&0 16 1,130 100 16,038,000 15,400 1,542,000 5,890 535,300 4,130 5&0 872 4,340 3,410 664 ,2 1,400
<br />31 9&0 ,6 1,130 100 16,012,000 13,900 1,551,000 7,960 534,&00 , 4,620 616 868 3,820 2,970 658 ,2 1,400
<br />Mean 1,020 13.5 0 1,148 111 _h 9,515 _u 6,330 --- 4,992 390 03" 4,959 3,436 621 0,39 1,500 0
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<br />Acre- ,
<br />feet 62.720 833 0 70,570 6,830 u_ 585,000 u_ 389,200 --- , 306,900 23,950 51,510 301',900 211,3QO 38,180 2" 97,150 0
<br /> SEDIMENT I
<br />Tons I --- 1--- --- I 10,500
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<br />* Furnished by U. s. Bureau of Reclamation, based on po~erp1ant records.
<br />Lake Mead evaporation by mass-transfer method during month was 31,JOO acre-feet, e~uiva1ent to 3.34 inches.
<br />Note: Make the following corrections on Colorado River below Hoover Dam: Oct. 31, 9,620 cfs; October mean:
<br />- 8,517 ds, 527,400 acre-ft; Nov. 1, 8,850 doj Nov. 2, 6,440 erGj Nov. 3, 3,580 ds; November mean: 7,799
<br />464,100 ac-ft.
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<br />Combined flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No.4.
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<br />DOUGLAS D. LEWIS, District Engineer
<br />Tucson, Arizona
<br />Jan. 14, 1964
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