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<br /> <br />oc'~GC <br />1ll . ,) <br /> <br />UNITED mATES <br />DEPARTMENT OF THE INI'ERIOR <br />GEOLOGICAL SURVEY <br /> <br />PROVISIONAL RELEASE <br /> <br />COLORADO RrwR AND TRIBillARIES IN :u::MER BASIN <br />January 1964 <br /> <br /> Colorado Colorado Colorado Diversions between Colorado Diversions at <br /> Colorado Paria Little Colorado Virgin River Lake River Huvasu Fiver Parker and Bl~rthe River Irn""'rial Dam Colorado <br />Date River River Colorado River River lake Mead below Moha ve below Lake below Colo. R. Palo below All Gila Gila River Pilot <br />Jan. I.ee, I.ee, River Grand Little- Usable Hoover Usable Davis Usa ole Parker Indian Verde eibola American Gravity River be low Knob <br /> Ferry Ferry Cameron Canyon field Contents Dam Contents D~ Contents Dam Res. Canal Valley Canal Canal Do~ Yuma Return <br /> * t <br /> or, or, or, or, or, acre-ft or, acre-ft erG acre-t't or, cf, cf, or, cf, cf, or, cf, or, <br />1 980 12 1,240 94 16,007,000 3,740 1,546,000 5,720 535,900 4,830 632 186 3,900 2,010 514 0.2 1,230 0 <br />2 980 16 1,240 98 15,996,000 9,530 1,553,000 7,920 538,600 4,590 629 846 4,320 2,610 512 .1 1,230 0 <br />3 980 11 1,230 103 15,974,000 10,500 1,553,000 8,000 542,900 3,670 414 813 4,260 3,040 662 .1 1,370 0 <br />4 980 16 1,230 113 15,955,000 8,550 1,553,000 7,910 551,500 2,&:10 0 894 4,200 2,940 125 0 1,200 0 <br />5 980 1.8 1,230 105 15,948,000 5,390 1,551,000 5,570 552,6:10 3,&:10 0 198 3,930 2,910 491 0 1,260 0 <br />6 980 6.4 1,230 101 15,932,000 11,000 1,559,000 5;3&:1 51~8,500 6,500 0 886 4,100 3,4&:1 630 0 1,610 0 <br />1 980 8.9 1,230 101 15,912,000 10,&J0 1,572,000 5,500 543,200 7,140 0 853 5,220 3,310 614 0 1,820 0 <br />8 980 5.4 N 1,240 102 15,889,000 11,300 1,5&J,000 5,520 534,600 8,030 0 922 6,420 4,100 102 0 1,71Q 38 <br />9 990 5.4 1,230 81 15,866,000 13,700 1,586,000 8,&J0 527,&:10 7,670 0 811 7,06:1 5,050 858 0 810 1,040 <br />10 990 8.6 0 1,230 96 15,837,000 14,700 1,599,000 9,120 525, Boo 7,290 0 903 8,080 5,520 948 .1 898 1,000 <br /> , <br />11 990 8.6 1,230 102 15,814,000 12 , 400 1,601,000 8,910 524,500 7,320 0 906 7,710 5,630 182 .1 912 1,000 <br />12 990 6.2 1,230 91 15,Bo1,000 7,300 1,600,000 8,970 521,600 7,400 0 861 7,500 5,5&:1 451 .2 1,160 999 <br />13 990 7.2 F 1,230 15 15,770,000 15,200 1,609,000 9,960 522,000 7,050 0 1,030 7,450 5,470 584 .2 1,560 1,000 <br />14 990 6.0 1,220 19 15,745,000 14,900 1,619,000 10,140 523,300 , 7,&:10 0 938 7,leo 4,910 144 .2 1,930 812 <br />15 990 6.0 1 1,220 81 15,718,000 13,100 1,623,000 9,900 525,400 6,820 0 882 6,920 4,140 721 .2 2,280 0 <br />16 6.0 15,692,000 14,000 1,628,000 I <br />990 0 1,230 91 9,920 529,700 5,980 0 955 7,110 4,290 634 .3 2,360 0 <br />17 990 7.0 1,240 98 15,665,000 14,500 1,638,000 7,910 534,200 5,910 0 961 6,490 4,130 586 .4 2,390 0 <br />18 990 8.0 w 1,240 109 15,646,000 11,500 1,644,000 8,880 538,200 5,300 0 931 5,9&l 3,710 412 .5 2,640 0 <br />19 990 9.3 1,250 103 15,643,000 4,700 1,638,000 6,970 539,600 6,160 0 932 5,730 3,650 330 .3 2,560 939 <br />20 990 13 1,250 119 15,612,000 14,400 1,653,000 6,790 541,300 5,890 0 1,090 5,460 3,5Bo 412 .2 2,320 62 <br />21 990 16 1,250 121 15,595,000 10,700 1,659,000 6,730 544,100 4,990 0 1,030 5,660 3,890 616 .2 1,840 0 <br />22 990 20 1,260 138 15,579,000 9,770 1,666,000 5,800 540,900 I 7,650 0 1,060 5,550 4,5&l 570 .2 1,540 0 <br />23 990 21 1,260 147 15,556,000 10 , 600 1,675,000 5,860 545,900 3,270 0 1,030 5,030 4,580 550 .2 1,260 0 <br />24 1,000 13 1,260 138 15,547,000 9,240 1,6&:>,000 5,900 548,&l0 ! 3,630 233 1,040 4,440 4,020 144 .3 1,040 0 <br />25 1,000 11 1,260 121 15,525,000 9,950 1,686,000 6,030 549,900 4,770 116 1,010 3,8eD 3,420 flJ1 .3 975 0 <br />26 1,000 13 1,260 121 15,520,000 3,760 1,681,000 6,000 551,200 4,690 68<) 894 3,990 2,480 447 .4 975 0 <br />_2:1- 1,000 12 1,250 125 1') so8.00Q. 8,500 1,683,000 7,620 552,400 4,450 688 914 4,420 2,620 641 1.4 968 0 <br />28 1,000 16 1,250 121 15,491,000 9,090 1,684,000 7,610 551,000 , 7,300 688 1,000 4,420 2,7r;1J 746 .9 1,2ED 0 <br /> , <br />29 1,140 18 1,250 121 15,476,000 8,510 1,685,000 7,520 550,100 6,7&J 690 1,090 4,440 2,960 192 .5 1,36:) 0 <br />30 2,950 18 1,250 120 15,463,000 9,140 1,690,000 6,060 550,&l0 , 5,870 618 1,140 6,210 3,210 704 .5 1,06:) 0 <br />31 3,970 23 2,420 120 15,448,000 8,630 1,696,000 5,820 549,500 6,210 611 1,060 6,210 4,210 125 .4 1,500 0 <br />Mean 1,153 11.7 0 1,279 109 --- 10,290 --- 7,380 n_ 5,857 211 948 5,589 3,832 634 0.27 1,520 222 <br />Acre- 1360,100 <br />feet 10 910 118 0 18, 620 6,670 --- 632,900 --- 453,700 --- 13,340 58,300 343,6:)0 235,600 38,960 17 93,440 13,670 <br /> SEDIM8NT \ <br />Tons --- I --- I --- 10,990 <br /> <br />* Furnished by U. S. Bureau of Reclamation, based on powerp1ant records. <br />lake Mead evaporation by mass-transfer method during IIlOnth was 49,000 acre-feet, e9.uivalent to 5.4 inches. <br /> <br />t Combined flow of river, Ywna 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 />Feb. 11, 1964 <br /> <br />