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<br /> <br />C\" <br />'!< <br />'0 <br />"-I <br /><::.:l <br />c::;, <br /> <br />I <br />UNITED STATES l <br />DElAR'l'MENT OF THE Dfl'ERIOR <br />GEO~ICAL SURVEY J ' <br /> <br />PROVISIONAL RElEASE <br /> <br /> Colorado Colorado Colorado Diversions between Colorado Diversions at <br /> Colorado Paria Little Colorado Virgin River lake River Havasu River Parker and Bl vthe River Im""""rial Dam Colorado <br />Date River River Colorado River River lake Mead below Mohs. ve below lake I. below Cola. R. Palo belo.... All Gila Gila Hi ver Pilot <br />Feb. !.ee, !.ee, River Grand Little- Usable Hoover Usable Davis Usable Parker Indian Verde Cibola American Gravity River belov Knob <br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents I Dam Res. Canal Valley Canal Canal Dome Yuma Return <br /> * t <br /> or, or, or, or, or, a.cre-ft or, acre-ft or, acre-ft i of, or, of, of, of, or, of, of, of, <br />1 9.,650 23 91 9,900 142 11,289,000 10,000 1,686,000 8,330 538,400 , 6,590 517 846 5,050 3,950 63" 0 891 0 <br />2 7,900 23 70 9,920 123 11,289,000 1l,300 1,691,000 8,330 537,700 6,200 488 834 5,680 4,090 718 0 828 0 <br />J 8,350 19 61 8,220 117 11,285,000 1l,000 1,697,000 8,330 538,200 'r 5,770 493 859 5,620 4,430 7"6 0 79< 0 <br />4 9,650 19 58 8,640 117 1l,286,ooo 10,200 1,701,000 8,200 538,600 , 5,810 49< 839 5,510 4,760 6811 0 814 0 <br />5 9,680 ,8 52 9,9Ck) 115 1l,278,000 10,500 1,707,000 8,150 536,l5oo 7,130 491 960 5,180 4,600 """ 0 821 0 <br />6 9,650 17 48 10,000 121 1l,288,000 7,510 1,708,000 8,080 537,300 5,600 516 900 5,160 4,270 513 .1 842 0 <br />7 9,610 18 115 10,100 240 1l,299,OOO 7,560 1,714,000 4,990 539,800 4,970 593 758 6,050 4,080 ]18 .5 835 0 <br />8 8,250 26 470 10,200 204 11,298,000 10,700 1,714,000 9,1lJo 537,300 5,270 59< 727 5,400 - 4,670 "18 .2 794 552 <br />9 9,120 16 430 8,520 156 1l,293,000 11,600 1,724,000 8,300 540 ,400 , 5,310 593 640 4,800 4,860 "TT .1 734 883 <br />10 9,320 18 410 9,960 163 11,290,000 11,300 1,730,000 8,260 542,500 I 5,310 536 717 4,880 4,020 534 . .1 E'o7 0 <br /> , <br />11 10,100 14 385 9,810 145 ll, 285, 000 11,000 1,732,000 8,150 543,400 5,120 512 814 4,820 4,'220 590 .1 982 0 <br />12 14,800 10 370 12,300 142 11,286,000 10,900 1,738,000 8,270 543,1lJo I 6,150 510 822 4,900 4,340 506 .1 975 0 <br />13 14,800 y.4 346 15,100 142 1l,284,000 8,380 1,736,000 8,4lIo 543,100 6,590 509 851 4,')00 4,700 510 .1 1,OaO 0 <br />,4 14,900 13 324 15,200 138 11,299,000 7,130 1,741,000 5,000 541,300 i 7,OZO 499 TT5 5,400 4,420 370 .1 1,000 0 <br />15 14,600 20 306 15,200 147 ll, 306,000 10, Boo 1,745,000 8,340 537,100 6,460 554 964 6,170 4,430 471 .1 954 0 <br />16 9,720 19 288 13,800 138 11,319,000 10,100 1,745,000 9,600 534,200 , 7,4zo 572 1,000 6,400 4,'730 757 .1 9<7 0 <br />17 9,420 19 262 9,')00 1ll 11,330,000 10,400 1,744,000 9,740 534,200 6,860 546 1,130 6,170 4,700 E'o3 .1 982 0 <br />18 7,490 23 250 9,770 105 11,339,000 7,840 l,74z,000 9,690 534,400 I 7,410 5"2 1,210 6,350 4,990 690 .1 1,010 0 <br />, <br />'9 5,910 23 230 7,420 1ll 11,341,000 7,770 1,738,000 9,690 532,100 I 9,030 533 1, zOO 6,100 5,040 855 .1 1,260 0 <br />20 8,080 2b 216 6,430 115 11,348,000 5,870 1,731,000 9,780 529,200 I 9,040 500 1,230 6,5Bo 5,:200 732 .1 1,490 0 <br />21 8,850 20 202 8,770 134 11,356,000 5,030 1,729-,000 5,100 528,100 , 9,310 481 1,180 7,330 5,620 694 .1 788 1,110 <br />22 8,630 19 186 8,980 1J6 11,357,000 7,170 1,732,000 8,720 526,300 I 9,340 552 1,260 7,880 6,070 850 .1 758 1,110 <br />2J 7,640 19 174 8,550 149 11,356,000 7,630 1,719,000 11,1lJo 519,500 9,740 575 1,240 8,020 6,040 1,070 .1 758 1,060 <br />24 7,060 18 154 7,200 145 1l,356,000 10,100 1,717,000 11,700 517,700 10,500 576 1,270 8,080 6,130 1,""" .1 740 1,060 <br />25 8,180 18 152 7,820 140 11,353,000 9,520 1,710,000 12,8:>0 517,900 I 10,300 579 1,410 8,420 6,]90 934 .1 752 1,150 <br />26 6,500 18 146 7,7eo 142 11,350,000 9,470 1,702,000 13,eoo 517,900 10,500 579 1,530 8,750 6,'470 1,100 .1 746 1,150 <br />27 5,350 18 162 6,600 140 1l,356,ooo 5,000 1,686,000 13,900 517,900 10,900 611 1,530 8,380 6,!78o 1,080 .1 7"" 1,150 <br />28 6,230 17 200 5,850 142 :"".>.361,000 - 4,530 1,683,000 6,930 517,500 11,400 632 1,510 8,820 6,560 811 .1 752 1,160 <br />29 f~ ,+J'r <br />JO <br />J1 <br />Mean 9,2bb 18.4 220 9,711 140 --- ",965 --- 9,00" --- 7,538 542 1,039 6,314 5,020 698 0.10 886 371 <br /> I <br />Acre- , <br />feet 515,900 1,020 12,210 539,300 7,700 --- 498,100 --- 500,300 --- 418,600 30,100 57,690 350,700 278,'800 38, TIO 5.6 49,220 20,600 <br /> SEDIMENT I <br />Tons I I <br /> <br />, <br />COLORADO RIVER AND TRIBurARIES IN LCJ'NER BASIN <br />February 1965 ' <br /> <br />* Furnished by U_ S. Bureau of Recl,amation, based on powerplant records. <br />lake ~d evaporation by mass-transfer method during month vas 30,000 a.cre-feet, equivalent to 3.94 inches. <br /> <br />t Combined flow of river 1 Yuma. Main Canal wasteway and <br />Reservation Canal'Main Drain No.4. <br />H. M. BAIlCOCK, District Hydrologist <br />Water Resources Division <br /> <br />Tucson, Arizona <br />l-hrch il, 1965 <br /> <br />