<br />
<br />001G88
<br />
<br />UNITED STATES
<br />DEPARTMENT OF THE INTERIOR
<br />GEOLOGICAL SURVEY
<br />
<br />PROVISIONAL RELEASE
<br />
<br />COLORADO RIVER A1ID TRIBUTARIES rn WWER BASIN
<br />December 1964
<br />
<br />I,
<br />1,111"
<br />
<br /> Colorado Colorado Colorado Diversions between Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River Lake River Havasu River Parker and Blvt.he River ImnF'rial 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 />Deo, Ieee Ieee 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 y- Return
<br /> * , t
<br /> of, of, of, of, of, acre-ft of, acre-ft of, acre-ft of, of, of, of, of, : cfs of, of, of'
<br />1 5,910 28 6,290 127 11,209,000 8,790 1,489,000 5,940 543,400 3,790 212 452 5,070 2,840 1,690 1,010
<br />2 5,910 26 6,340 lJl 11,206,000 9,270 1,496,000 5,920 545,000 j 3,320 206 564 4,600 3,030 1,670 996
<br />J 6,060 J9 6,340 147 11,200,000 9,530 1,505,000 5,070 546,700 3,350 27J 471 4,300 3,040 1,360 1,030
<br />4 6,060 33 6,490 149 11,189,000 10,100 1,515,000 5,020 546,300 3,560 305 424 3,930 3,010 1,180 905
<br />5 6,060 25 6,440 129 1l,183,OOO 9,100 1,524,000 4,990 545,400 3,670 303 312 3,150 3,160 947 877
<br />6 6,030 25 6,440 121 11,183,000 5,060 1,526,000 4,140 543,200 3,810 295 347 4,200 2,9&J 462 961
<br />7 6,030 25 6,360 131 11,178,000 9,190 1,535,000 4,970 540,900 3,640 296 396 4,340 3,150 499 877
<br />8 6,130 22 N 6,340 127 11,171,000 10,600 1,542,000 6,390 538,100 3,790 296 378 4,440 3,150 632 N 905 N
<br />9 6,130 20 6,330 127 11,163,000 8,740 1,544,000 6,690 539,100 3,690 291 536 4,360 3,240 584 968
<br />10 6,130 29 0 6,340 131 11,164,000 6,550 1,542,000 6,610 540,9)0 3,410 274 483 4,260 3,350 527 0 926 0
<br />11 6,580 24 6,440 136 1l,164,oOO 5,59=1 1,541,000 6,630 540,400 4,490 254 561 4,100 3,500 515 926
<br />12 7,550 25 7,240 134 1l,165,OOO 5,640 1,541,000 6,550 541,100 4,420 248 586 3,860 3,260 299 933
<br />lJ 6,740 25 F 7,370 127 n,lJO,OOO 4,460 1,540,000 4,780 539,800 4,,050 259 650 4,700 3,160 209 F 891 F
<br />14 5,970 20 7,liO 125 11,171,000 6,530 1,537,000 6,540 537,300 I 4,860 256 619 4,520 3,590 591 877
<br />15 5,730 19 L 6,410 123 n, 169, 000 8,030 1,540,000 6,720 536,000 4,870 256 574 4,320 3,510 753 L 891 L
<br />16 6,210 19 0 6,250 127 11,167,000 7,490 1,541,000 7,690 535,500 4,920 255 615 4,930 3,600 879 0 814 0
<br />17 6,060 17 6,600 123 11,164,000 8,510 1,542,000 7,750 536,200 I 4,920 255 646 4,970 3,730 881 788
<br />18 6,030 16 w 6,570 125 n, 164, 000 7,710 1,543,000 6,670 538,600 I 4,140 254 531 4,970 3,670 792 w 764 w
<br />19 5,840 1. 6,520 138 11,160,000 6,440 1,542,000 6,740 540,900 3,810 249 632 5,160 3,530 572 912
<br />20 5,720 16 6,210 145 11,166,000 4,420 1,542,000 4,880 543,800 3,590 247 630 4,380 3,420 434 912
<br />21 5,910 19 6,250 163 11,165,000 7,280 1,547,000 4,470 541+,900 3,380 251 679 4,050 3,350 515 1,000
<br />22 5,940 27 6,330 161 11,156,000 7,leo 1,554,000 4,010 547,400 2,420 256 592 3,930 2,930 640 996
<br />23 5,940 54 6,330 163 11,166,000 6,890 1,559,000 3,950 546,800 3,250 258 635 3,320 2,7&J 575 1,030
<br />24 4,840 62 6,310 161 11,161,000 7,210 1,565,000 4,08:) 545,900 3,5eo 317 4~0 2,600 2,650 126 1,070
<br />25 2,490 70 5,220 163 li,164,oOO 6,010 1,567,000 4,860 543,100 4,540 332 2 6 3,060 2,330 10 1,180
<br />26 3,400 73 3,440 171 11,164,000 6,100 1,566,000 5,080 539,600 I 4,800 354 571 3,530 2,420 , 288 1,230
<br />27 4,230 58 3,420 156 11,162,000 5,650 1,570,000 5,020 537,300 5,510 351 596 4,180 2,630 271 1,310
<br />28 9,400 8. 4,730 149 11,154,000 9,150 1,574,000 6,680 535,900 4,770 385 702 4,220 3,000 913 1,360
<br />29 13,200 81 10,500 170 11,142,000 9,520 1,578,000 6,530 534,800 5,370 406 701 4,500 3,100 965 1,350
<br />-~~ 12,4'00 44 13,300 160 11,131,000 9,6eo 1,584,000 6,430 536,000 4,680 410 754 4,090 3,400 872 1,350
<br />Jl 12,800 28 13,500 150 11,136,000 8,330 1,588,000 6,430 539,300 3,280 410 452 4,520 3,290 537 1,350
<br /> ,
<br />Mean 6,564 34.5 0 6,766 142 --- 7,631 --- 5,709 n_ 4,056 291 543 4,231 3,154 683 0 1,013 0
<br /> I
<br /> ,
<br />Acre-
<br />feet 403,600 ,120 0 416,100 8,110 n_ 469,200 .n 354,100 --- 249,400 11,880 33,370 260,200 193,900 42,030 0 62,260 0
<br /> SEDIMENT \
<br /> I I I
<br />Tons :
<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 was 43,400 acre-feet, elluivalent to 5.12 inches.
<br />
<br />t Combined flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No.4.
<br />H. M. BABCOCK, District Hydrologist
<br />Water Resources Division
<br />Tucson, Arizona
<br />Jen. 12, 1965
<br />
<br />
|