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<br />
<br />001336
<br />
<br />I
<br />UNITED STATES t
<br />DEPARTMENT OF THE INTERI
<br />GEOLOGICAL SURVEY
<br />
<br />COLORADO RIVER AND TRIBillARIES IN WER BASIN
<br />November 1964
<br />
<br />PROVISIONAL RELEASE
<br />
<br /> Colorado Colorado Colorado Diversions betveen Colorado Diversions at
<br /> Colorado Paria Little Colorado Virg1,n River Lake River Havasu River Parker and Blvthe River ImnArial 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 />Nov. Lae, Laee River Grand Little- Usable Hoover Usable Davis Usable Parker Indian Verde Cibola American Gravity River be low Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam Res. Canal Valley Canal Canal !lo~ Yuma Return
<br /> . t
<br /> cfe ef, ers cfe ef, acre-ft cfe acre-ft efe acre-ft cfe efe efe efe efe I efe efe cfe ofe
<br />1 3,970 9.4 4,150 62 1l,311,OOO 3,210 1,410,000 6,890 547,900 6,120 377 730 5,420 3,890 750 828
<br />2 3,700 9.4 4,18.:) 56 ll,306,ooo 8,18.:) 1,413,000 6,930 546,300 5,700 382 Eo3 5,570 4,100 888 Eo7
<br />3 5,1&::1 9.9 3,980 69 ll, 300, 000 6,960 1,412,000 7,800 544,900 5,700 387 794 6,000 4,170 1,050 Eo7
<br />4 5,940 10 5,520 69 ll,291,000 1,780 1,412,000 7,610 545,000 5,310 387 704 5,730 4,280 1,100 Eo7
<br />5 5,330 10 6,370 66 11,283,000 8,790 1,413,000 7,690 547,000; 4,79) 384 746 5,750 4,220 I 965 849
<br /> ;
<br />6 3,420 11 5,620 67 11,276,000 7,730 1,414,000 7,600 546,3001 6,110 383 695 5,530 4,270 836 828
<br />7 6,130 11 3,840 70 11,275,000 6,260 1,411,000 7,590 544,3001 6,250 343 722 5,160 4,290 7&0 Eoo
<br />8 5,970 11 N 6,500 81 ll,279,OOO 3,130 1,402,000 7,900 542,200 , 6,350 324 689 6,210 4,230 566 N 835 N
<br />9 6,160 11 6,420 76 11,271,000 7,660 1,405,000 5,1:00 541,6001 5,860 323 766 6,580 4,240 1,010 828
<br />10 6,260 11 0 6,630 76 11,267,000 7,360 1,407,000 6,320 539,500, 6,040 324 700 6,440 4,200 1,290 0 814 0
<br />11 6,190 13 6,740 91 11,269,000 7,500 1,408,000 6,370 538,600. 4,860 324 864 5,910 4,090 1,270 835
<br />12 6,130 16 6,730 127 11,260,000 8,260 1,411,D<Xl 6,300 54<>,400\ 4,llO 331 799 5,840 4,oeo 1,330 891
<br />13 6,100 17 F 6,6&0 119 11,256,000 8,510 1,417,000 6,280 541,100 5,040 331 746 4,930 3,970 1,580 F 954 F
<br />14 6,130 19 6,&00 123 11,255,000 6,580 1,417,000 6,370 541,3001 4,440 326 749 4,480 3,760 953 954
<br />15 6,160 20 L 6,680 127 11,257,000 4,290 1,414,000 4,850 540,4001 4,250 325 717 5,010 3,830 69 L 863 L
<br /> I I
<br />16 6,190 18 0 6,740 129 1l,251,000 9,220 1,421,000 6,050 538,&00\ 4,&:l0 323 635 4,820 3,990 0 0 1,110 0
<br />17 6,160 21 6,740 131 11,240,000 10,800 1,430,000 6,180 539,100 4,120 324 646 4,820 .3,920 0 1,090
<br />,8 6,160 13 w 6,730 125 11,232,000 11, &00 1,439,000 6,310 541,400 3,320 322 466 5,090 4,270 0 w 1,400 w
<br />19 6,130 19 6,690 127 11,222,000 11,400 1,41+8,000 6,050 544,900' 2,970 235 348 5,070 4,340 0 1,460
<br />20 6,130 13 6,690 125 11,216,000 10,000 1,455,000 6,140 547,4<>0 3,090 201 34<> 4,340 4,290 0 1,770
<br />2l 6,290 14 6,730 127 1l,214,ooo 6,990 1,456,000 6,030 550,300, 3,030 202 419 '3,620 3,340 0 1,620
<br />22 6,290 18 6,74<> 129 1l,218,000 4,790 - 1,457,000 4,720 552,200 2,9tA) 202 506 3,620 2,670 0 1,360
<br />23 6,290 22 6,740 136 11,216,000 7,740 1,459,000 6,1l0 551,700 3,790 202 473 3,&00 2,540 0 1,450
<br />24 6,190 23 6,700 129 1l,213,000 8,410 1,465,000 5,050 553,000, 3,520 203 502 3,730 2,3&:1 0 1,410
<br />25 6,290 24 6,730 134 1l,213,000 8,930 1,471,000 4,840 554,4<>01 3,180 208 492 4,160 2,630 0 1,420
<br />26 6,320 27 6,770 138 11,214,000 3,800 1,469,000 4,690 554,8001' 2,850 206 426 4,010 2,720 1350 1,160
<br />27 6,350 27 6,790 149 11,211,OOO 8,350 1,476,000 4,840 552,2001 4,390 213 4<>7 3,&00 2,630 844 912
<br />28 5,940 25 6,790 154 1l,211,Q(X) 7,700 1,481,000 4,940 549,200 4,810 209 440 3,620 2,500 649 989
<br />29 5,850 21 6,370 145 1l,217,.000 4,040 1,481,000 4,800 545,800\ 4,500 202 384 4,7&:1 2,840 358 1,130
<br />30 5,850 21 6,280 131 11,215,000 8,390 1,484.,000 5,790 543,~ 3,950 209 509 5,370 2,660 1,530 1,070
<br />31
<br />Mean 5,840 16.5 0 6,230 110 --- 7,4tjl --- .6,164 --- 4,540 290 610 4,960 3,645 622 0 1,068 0
<br />Acre-
<br />f'eet 347 500 981 0 370.700 6,520 --- 445,100 --- 366,eoo --- 270,200 17,2&:1 36,290 295,200 2,16,900 36,990 0 63,570 0
<br /> SEDJl€Nr I
<br />Tons
<br />
<br />* Furnished by U. S. Bureau of' Reclamation, based on powerp1ant records.
<br />lake Mead evaporation by mass-transfer method during lOClnth vas 49,000 acre-f'eet, equivalent to 6.52 inches.
<br />Note: Mlke the following correction to October report on Colorado River belov Hoover I8.m, Mean 9,539,
<br />- tc-ft 586,500
<br />
<br />t Combined flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No.4.
<br />
<br />H. M. BABCOCK, District Chief
<br />Water Resources Division
<br />Tucson, Arizona
<br />Dec. 10, 1964
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