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<br />0016/10
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<br />UNITED STATES
<br />DEPARTMENT OF THE INTERIORt
<br />GEOLOGICAL SURVEY
<br />I '
<br />COLORADO RIVER AND TRIBurARIES IN LeflER BASIN
<br />January 1965 I I
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<br />PROVISIONAL REIEASE
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<br /> Colorado Colorado " Colorado Diversions between Colorado Diversions at
<br /> Colorado Paria. Little Colorado Virgin River lake River Hav8su I River Parker and Blvthe River Im"""'rial Darn Colorado
<br />Date River River Colorado River River lake Mead below Mohave below lake I below Colo. R. Palo below All Gila Gila River Pilot
<br />Jan. Lee, Lee, River Grand Little- Usable Hoover Usable Davis Usable Parker Indian Verde Cibola American Gravity River below Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam Res. Canal Valley Canal Canal Dome Yuma Return
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<br /> ofs ofs cf, ofs cfs acre-ft cf, acre-ft cfs acre-ft I cfs cf, ofs cfs cf, cfs ofs cfs cf'
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<br />1 8,520 12 0 9,800 131 1l,155,OOO 5,060 1,589,000 4,700 540,900 I 3,760 406 0 4,300 3,490 295 1,710 0
<br />2 8,520 12 0 8,730 134 1l,161,OOO 8,490 1,592,000 6,350 539,600 13,860 406 0 4,3&> 3,440 239 1,700 0
<br />3 8,490 12 0 8,850 127 11,170,000 5,390 1,593,000 4,680 540,700 ',3,860 408 0 4,560 3,710 204 1,910 0
<br />4 7,270 12 114 8,760 138 11,169,000 10,400 1,601,000 5,910 540,200 3,860 473 0 4,480 3,530 538 1,740 0
<br />5 7,870 15 128 7,560 142 11,164,000 10,700 1,610,000 5,930 539,500 14,490 501 0 4,460 3,610 408 1,210 607
<br />6 8,080 20 108 8,190 138 11,159,000 10,200 1,616,000 6,090 541,100 \ ,3,760 500 0 4,500 3,490 328 . 884 1,100
<br />7 8,790 24 108 8,410 147 11,153,000 10,600 1,627,000 6,010 544,100 13,660 492 0 4,800 3,950 189 849 1,360
<br />8 9,540 34 &>7 9,090 161 11,1521000 11,200 1,636,000 5,890 544,900 !3,660 343 0 3,970 4,040 231 N &>7 1,340
<br />9 9,540 29 3,070 11,000 161 ll,150,OOO 8,420 1,641,000 5,940 546,300 \3,760 0 0 3,880 3,410 244 776 1,000
<br />10 9,460 13 4,940 12,900 145 11,159,000 5,000 1,641.,000 4,800 546,eoo I '3,950 0 0 4,300 3,270 198 0 788 1,110
<br />II 9,460 18 4,980 14,500 149 ll,164,ooo 10,700 1,652,000 4,750 546,700 3,470 0 0 4,640 3,530 326 776 11020
<br />12 8,960 19 1,750 11,800 147 11,170,000 1l,900 1,667,000 4,520 546,300 \ 3,280 0 0 4,620 3,810 332 794 1,140
<br />13 8,830 20 990 10,500 145 ll,177,000 10,300 1,674,000 5, 7ft) 541,300 '5,660 0 0 4,280 3,850 364 F 752 1,170
<br />14 9,460 19 656 10,100 138 ll,182,000 9,790 1,681,000 6,140 543,200 2,940 0 286 4,120 3,830 358 776 1,000
<br />15 9,350 19 505 10,300 142 ll,184,000 9,410 1,686,000 6,040 544,100 a,76o 0 331 4,860 3,900 396 L 954 1,000
<br />16 8,8:;0 23 375 10,000 138 11,190,000 6,840 1,687,000 6,100 544,000 \4,410 0 714 3,500 3,480 362 0 800 583
<br />17 8,990 21 302 9,510 129 n, 204, 000 3,910 1,684.,000 5,410 543,400 4,590 0 690 3,Eoo 3,060 264 668 0
<br />18 9,240 23 234 9,580 131 11,213,000 6,570 1,687,000 5,eoo 541,400 I 14,500 0 854 4,240 3,060 517 w 656 0
<br />19 9,880 23 198 9,880 127 11,216,000 7,570 1,690,000 5,640 539,100 I 5,050 0 850 4,300 3,120 688 656 0
<br />20 9,950 23 196 10,400 134 11,219,000 7,940 1,695,000 5,740 537,100 5,270 0 882 4,260 3,230 688 698 0
<br />21 7,250 25 200 10,300 151 11,227,000 8,280 1,694,000 8,310 535,500 I 15,1l0 0 857 4,540 3,650 606 692 0
<br />22 7,110 22 143 7,680 156 11,235,000 7,470 1,692,000 8,510 537,300 .5,200 0 767 4,68;) 3,720 536 6&> 0
<br />23 9,950 19 239 7,560 147 ll,242,OOO 5,460 1,686,000 8,490 538,000 , 15,280 0 672 4,640 3,720 502 674 0
<br />24 9,950 16 234 101300 134 il, 245 ,000 4,3&> 1,687,000 5,220 541,300 I 5,590 0 603 4,800 3,870 292 698 0
<br />25 9,990 21 270 10,200 136 ll,253,000 7,900 1,683,000 8,16::> 537,500 5,410 0 737 4,990 3,560 677 6&> 0
<br />26 9,990 19 220 10,300 149 1l,254,000 8,000 1,684,000 8,290 538,400 5,510 0 702 4,970 3,720 877 704 0
<br />27 9,570 12 183 10,300 136 11,261,000 7,900 1,684,000 8,250 539,500 ~ 5,450 0 768 5,240 3,730 846 686 0
<br />28 9,390 14 165 9,960 129 11,267,000 8,430 1,683,000 8,440 541,6::>0 14,940 0 821 5,16::> 3,940 736 710 0
<br />29 9,730 20 143 9,730 136 11,268,000 9,060 1,686,000 8,300 542,500 1 115,390 205 945 5,120 3,810 654 674 0
<br />30 9,650 20 152 10,100 140 11,277,000 5,770 1,682,000 8,390 543,6::>0 ,5,750 612 965 4,7eo 3,850 517 6&> 0
<br />31 9,690 20 131 10,000 147 1l,289,OOO 3,660 1,6eo,ooo 5,070 542,700 :6,510 599 814 4,840 3,850 344 764 0
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<br />Mean 9,075 19.3 695 9,8&> 141 --- 7,958 --- 6,375 --- I ,4,571 160 428 4,516 3,620 444 0 689 401
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<br />Acre- 42,130 \ 213I,OOO
<br />fel!'t 558,000 100 607,500 8,660 --- 489,300 --- 392,000 --- 9,810 26,300 277,700 222,600 27,2eo 0 54,640 24,650
<br /> SEDlME:NI' 'I
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<br />Tons I ,
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<br />* Furnished by U. S. Burea.u of Reclamation, based on powerp1ant records.
<br />lake ~ad evspJration by mass-transfer method during month was 19,900 acre-feet, equivalent to 2.66 inches.
<br />
<br />t Combined flow of river, Yuma ~min Canal wasteway and
<br />Reservation Canal Main Doain No.4.
<br />H. M. BABCOCK, District Hydrologist
<br />Water Resources Division
<br />
<br />Tucson, Arizona
<br />Feb. 15, 1965
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