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<br />UNITED srATES
<br />DEPARTMENI' OF THE INTERIOR
<br />GEOLOGICAL SURVEY
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<br />COLORADO RIVER A1rn TRIBurARIES IN ~R BASIN
<br />JanuaIT....!.9E3
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<br />PFlOVISIO~ REIEASE
<br />--.."
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<br /> Colorado Colorado Colorado Diversions ~::~en Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River Lake HiveI' Havasu , River Parker and Bl he River Im......rial Dam 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 L1ttle- 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 /> or, of, of, of, or, acre-ft d, B.cre-ft d, acre-ft or, d, or, of, Jr, d, d, or, of,
<br />1 2,650 10 0 2,330 125 22,990,000 3,300 1,696,000 5,oJi<J 537,500 4,780 492 '!566 4,910 2,520 2/39 2.5 2,060 0
<br />2 2,700 8,2 0 2,430 123 2'2,9&'),000 8,860 1,702,000 4,920 537,500 , 3,240 492 697 4,800 2,730 440 2,0 2,450 0
<br />3 2,720 9.3 0 2,400 154 22,973,000 7,310 1,705,000 4,7th 540,500 2,350 350 619 4,530 3;060 324 2.0 2,990 401
<br />4 3,090 13 0 2,720 163 22,967,000 7,230 1,710,000 4,88:) 542,900 i. 2,560 5 577 3,370 3,060 352 2.0 2,220 1,260
<br />5 3,240 15 0 2,960 156 22,960,000 5,560 1,711,000 4,820 544,900 2,640 5 610 2,790 1,92"0 317 2.0 1,960 146
<br />6 3,590 19 0 3,170 151 22,962,000 2,970 1,708,000 4,980 545,200 I 2,900 5 655 2,910 1,650 243 2,0 1,590 0
<br />7 4,060 18 0 3,490 151 22,953,000 6,260 1,710,000 4,330 547,400 2,880 5 598 3,030 2,050 454 2.0 1,440 0
<br />8 4,420 ,4 0 3,950 134 22,946,000 6,430 1,715,000 4,3&:l 548,500 3,210 5 649 3,210 2,140 440 2.0 1,280 0
<br />9 4,680 ,4 0 4,210 254 22,936,000 6,510 1,716,000 4,270 545,900 1 4,020 0 680 3,330 2,430 523 2.0 1,220 0
<br />10 4,930 12 0 4,480 218 22,932,000 6,710 1,724,000 5,leo 540,900 5,140 0 684 4,000 2,940 839 2.5 968 0
<br /> ,
<br />11 5,170 12 0 4,710 207 22,925,000 8,720 1,727,000 6,240 534,200 , 6,480 0 414 4,730 3,560 1,110 2.0 914 0
<br />12 4,400 10 0 4,700 166 22,908,000 9,8&:l 1,733,000 6,730 528,100 7,270 0 382 5,lEo 3,600 908 2.0 907 0
<br />13 3,300 8 0 4,400 147 22,901,000 6,84<l 1,726,000 7,610 520,700 6,900 0 484 6,310 4',120 760 2.0 856 0
<br />14 3,000 8 0 3,530 147 22,/391,000 10,600 1,731,000 8,010 519,100 5,870 0 712 6,92"0 4,020 1,140 2.5 855 0
<br />15 1,900 8 0 3,130 163 22,881,000 8,510 1,726,000 10,400 520,600 5,140 0 760 6,640 4,750 796 3.5 1,020 0
<br /> .i
<br />16 2,000 8 0 2,190 159 22,876,000 7,490 1,722,000 9,910 524,000 4,84<l 0 846 5,830 5,540 493 3,5 1,300 908
<br />'7 2,100 8 0 2,220 163 22,861,000 10,000 1,721,000 9,860 527,000 5,leo 0 w. 5,020 5,490 518 3.5 976 1,120
<br />18 2,300 8 0 2,310 166 22,845,000 ll,lOO l,727,OCO 10,100 525,200 7,430 0 832 4,820 4,39=> 723 3.5 948 544
<br />19 2,400 8 0 2,540 156 22,828,000 9,440 1,724,000 9,820 522,400 9,050 0 832 5,oJi<J 4,320 1,050 3.0 965 0
<br />20 2,500 7 0 2,600 ,81 22,821,000 5,370 1,722,000 7,140 517,500 9,2!jo 0 804 6,920 4,5eo 770 2.5 947 0
<br />21 2,500 7 0 2,560 173 22,eo8,000 10,000 1,718,000 11,000 513,900 , 7,120 0 830 8,540 4,940 l,llO 2.0 978 0
<br />22 1,500 7 0 2,710 178 22,793,000 8,450 1,713,000 11,200 515,700 I 7,210 0 839 8,740 5,010 636 2.0 1,730 0
<br />23 910 8 0 1,7&J 1/39 22,786,000 8,610 1,710,000 11,200 513,900 7,670 3 854 7,340 5,190 748 2.0 2,160 567
<br />24 720 9 0 1,220 '99 22,772,000 9,220 1,706,000 11,400 517,900 6,220 5 904 6,870 5,630 590 2,0 2,100 1,320
<br /> 1,450 10 0 1,070 168 22,759,000 8,820 1,702,000 11,100 522,500 I 6,220 5 827 6,040 5,060 624 2,0 2,090 1,120
<br />25 I
<br />26 2,200 15 0 1,000 ,40 22,746,000 7,130 1,696,000 11,200 526,500 6,670 5 849 5,780 4,18:> 611 2.0 2,120 297
<br />27 2,600 20 0 2,260 159 22,741,000 3,470 1,685 ,000 8,690 529,700 6,920 434 831 6,020 4,020 474 2,0 2,370 0
<br />28 3,200 25 0 2,84<l 168 22,725,000 9,520 1,684,000 10,000 531,500 I 6,540 604 919 6,360 4,040 662 2,0 2,320 0
<br />29 3,650 27 1.9 3,290 149 22,710,000 9,940 1,684,000 9,710 533,700 I 6,670 619 924 6,zEo 4,5W 566 4.5 2,320 0
<br />30 3,940 23 2.0 3,710 159 22,693,000 9,200 1,682,000 9,970 536,400 6,600 665 1,000 5,920 4,460 496 2.5 2,5J.jo 0
<br />31 .4,280 30 2.4 4,070 166 22,676,000 9,690 1,682,000 9,950 540,900 5,700 665 882 5,950 4,160 486 2.0 2,3(:0 0
<br />Mean 2,971 12.8 0.20 2,934 lbb --- 7,""3 n_ 8,026 --- 5,b34 141 743 5,424 3,875 l>Z9 2.39 1,b44 240
<br />Acre- 180,400 482,300 45,670
<br />feet 182,700 790 12 10,18:> --- n_ 493 500 --- I 346,400 8,660 333,500 238,300 38,660 147 101,100 15,240
<br /> SEDIMENT 1
<br />Tons I --- I --- I --- I 264,000
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<br />* Furnished by U. S. Bureau of Reclamation, based on powerplant records.
<br />rake Mead e'V8.poration by IIBss-trans:ter method during month was t!1.JOQ...acre-fee:l_ equivalent to 7.0 inches.
<br />Note: Correction to Msrch 1962 release :tor All-American as :tollows: Mar. 26, 8,~j mean, 8,111; acre~:teet, 498,700.
<br />- Correction to September 1962 release :tor Pilot Knob return as :tollcnra: Sept. 28, 2,660; mean, 219j a.cre-:teet,
<br />13,0.40.
<br />
<br />t Combined flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No.4.
<br />
<br />DOUGLAS D. LEWIS, District Engineer
<br />Tucson, Arizona
<br />February 12, 1963
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