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<br /> <br />Del/66 <br /> <br />UNITED ~ATES <br />DEPARTMEtn OF THE INrERIOR <br />GEOLOOICAL SURVEY <br /> <br />PROVISIONAL RELEASE <br /> <br /> Colorado Colorado Colorado Diversions between Colorado. Diversions at <br /> Colorado. Paria Little Colorado. Virgin :River Ialre River Havasu River Parker and Blvthe River IJll=rial Dam Colorado. <br />Dat, River River Colorado. River River !.a.ke Mead bel~ Moho. ve below lake be1o..... Cola. R. Pale be low All Gila Gila River Pilot <br />Deo. "',. "". River Grand Llttle~ Usable :Hoover Usable I6vls Usable , Parker Indian Verde Clbola American Gravity River below Knob <br /> Ferry Ferry Cameron Canyon field Contents Dam Contents "'" Contents Dam Re', eenol Valley Canal Canal Dc.. Yuma Return <br /> . t <br /> of, or, 0" of, or, a.cre.ft of, a.cre-ft ot, fl,cre-ft or, ot, or, of. or. of. or. or. of, <br />1 7,WJ 17 0.4 8.180 160 18,095,000 8,180 1,496,000 ,,270 555,800 4,820 365 828 4,3'20 3,650 649 1.1 1,230 0 <br />2 7,860 17 .3 8,240 169 18,095,000 7,350 1,498,000 ,,310 557,700 4,020 367 TI8 4,000 3,490 572 1.1 1,240 0 <br />3 8,000 23 .4 8,480 434 18,106,000 4,6&::l 1,498,000 5,290 559,000 3,760 364 690 4,110 3,eDO 469 .S 1,700 0 <br />4 8,040 49 .5 8,5eD 374 18,109,000 7,040 1,500,000 5,550 558,200 4,5CX> 365 721 3,190 3,570 872 .7 1,190 0 <br />5 8,140 28 .4 8,eDO 240 18,109,000 8,540 1,504,000 5,560 557,500, 4,390 363 714 3,690 3,230 798 .7 684 0 <br />6 8,140 '9 .3 8,'720 209 18,105,000 9,500 1,516,000 ,,650 558,400 4,0cx> 364 798 4,110 2,98J 702 .7 701 0 <br />7 8,000 18 .3 8,630 202 18,100,000 11,200 1,520,000 5,850 559,200 3,360 365 801 3,980 3,570 858 .7 729 0 <br />8 7,900 16 .2 8,530 202 18,096,000 10,900 1,529,000 5,740 561,300 3,560 367 810 3,750 3,730 992 1.5 658 0 <br />9 7,830 ,4 .1 8,390 200 18,092,000 10,100 1,533,000 6,640 562,500 3,220 367 791 3,510 3,420 886 4.4 735 0 <br />10 7, &xl 10 0 8,360 204 18,095 , 000 5,610 1,535,000 5,08::1 564,400 4,140 366 694 },430 3,120 641 4.6 836 0 <br /> /\ <br />11 7,410 5.4 0 8,160 202 18,091,000 10, 700 1,546,000 3,650 565,200' 3,880 369 391 3,330 2,670 710 3.5 872 0 <br />12 7,040 4 0 7,700 200 18,081,000 11,200 1,560,000 3,58:> '565,eoo 3,950 370 457 ),860 2,720 694 3.5 782 0 <br />13 6,740 4 0 7,200 192 18,018,000 10,100 1,5'70,000 3,540 565 ,400 3,690 370 686 3,750 2,510 651 4.7 826 0 <br />14 5,790 4 0 6,910 197 18,073,000 10,900 1,585,000 3,520 567,500, 3,020 368 892 3,710 2,670 479 4.6 923 0 <br />15 4,620 5 0 5,920 200 18,071,000 8,140 1,593,000 3,48:> 568,800 2,5130 305 573 3,610 3,530 168 5.4 1,750 1,690 <br />,6 4,230 5 0 4,970 200 18,011,000 5,880 1,597,000 ),540 569,600 2,430 l72 514 3,430 3,350 101 5.7 1,130 1,720 <br />17 3,850 5 0 4,580 202 18,073,000 3,940 1,595,000 3,580 568,600 2,5130 272 474 3,110 3,120 131 5.3 1,000 1,260 <br />,8 3,590 5 0 4,210 195 18,066,000 9,830 1,008,000 3,570 568,400 2,5/JJ 272 501 2,930 3,020 . 352 4.3 862 1,170 <br />19 3,400 6 0 3,970 195 18,054,000 9,240 1,611,000 3,110 568,000 2,270 270 512 2,790 2,eoo 351 4.8 817 1,120 <br />20 3,340 6 0 3,710 190 18,052,000 8,930 1,626,000 3,120 568,200 2,190 272 555 2,750 2,670 354 5.1 767 1,0[0 <br />21 4,800 6 0 3,6&J 1S5 18,038,000 8,eoo 1,637,000 3,080 568,000 2,120 274 567 2,670 1,100 292 5.4 763 0 <br />22 5,700 6 0 3,860 18) 18,030,000 7,340 1,646,000 3,020 567,800 2,040 275 553 2,500 2,010 161 5.4 1,390 0 <br />23 6,000 6 0 4,670 178 18,029,000 5,850 1,650,000 2,960 569,700 2,190 274 486 2,450 2,110 197 5.1 1,550 0 <br />24 5,850 6 0 6,240 174 18,032,000 3,970 1,650,000 3,000 564,400 2,350 270 437 2,450 1,790 197 ,.1 1,420 0 <br />25 5,820 6 0 6,08:) 176 18,035,000 4,070 1,650,000 3,08:) 561,&>0 2,430 269 488 2,4eo 1,700 198 5.3 1,5eo 0 <br />26 5,820 6 0 6,220 176 18,029,000 8,420 1,661,000 3,040 559,000 3,020 272 532 2,500 2,3W 217 5.3 1,550 0 <br />27 5,820 6 0 6,140 181 18,026,000 8,380 1,670,000 3,020 556,200 2,950 273 666 2,500 2,090 462 5.3 1,050 0 <br />28 5,820 6 0 6,280 183 18,022,000 8,280 1,679,000 3,010 553,000 2,8J.O 334 642 2,790 1,840 559 5,3 735 0 <br />29 5,730 6 0 6,320 178 18,019,000 7,430 1,682,000 4,570 548,600 3,&0 368 706 2,850 1,930 660 5.3 783 0 <br />30 5,670 6 0 5,990 178 18,022,000 7,010 1,687,000 4,900 544,500 4,5J.0 373 627 2,850 2,000 624 5.3 861 0 <br />31 5,730 6 0 5,920 176 18,023,000 3,720 1,682,000 5,030 541,600\ 4,390 372 532 3,1'90 l,T7O 363 5.4 766 0 <br />"'en 6,199 10.5 0.09 6,562 204 --- 7,911 --- '+,17 m 3,2tlZ 327 626 3,284 2,735 495 3.92 1,031 259 <br />Acre. 256,700 <br />feet 181 200 647 5.8 403,500 l2,570 --- 486,400 --- --- 201,000 20,130 38,510 201,900 168, 200 30,470 241 63,390 15,930 <br /> SEDIMENT <br />Tone I 190,300 h_ I --- 333,&>0 <br /> <br />COLORAOO RnER AND TRIBt1rAAIES m IDHER BAS!N <br />December 1951 <br /> <br />DOOOLAB D. IEWIS, <br />Tucson, Ar1zona <br />January 12, 1962 <br /> <br />District Engineer <br /> <br />,",,;y:) <br />"~~d' ,.3'~ <br />,'-:\\.':" - <br />,,),,(tr .. ..'S ,(j~ <br />e::, \'l'~X .,. _ (..1\ <br />r ,~\',O ~ <br /> <br />7.0;0\ -;. .;~~ <br />(\\\\, \ .." <br />, <br /> <br />* Furnished by U. S. Bureau of Reclamation, based on powerp1ant records. <br />lake Mead evaporation by mass-transfer method during month vas 31,900 acre-feet, eCluivalent w 3.'2 inches. <br /> <br />t Combined flow of river, Yuma Main Canal wasteway and <br />Reservation Canal Main Drain No.4. <br /> <br />