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<br />
<br />00115S
<br />
<br />UNrrED STATES I
<br />DEPARTMEN'I' OF THE INTERIOR i
<br />GEOLOGICAL SURVEY I
<br />COlORADO RIVER AND TRIBUTARIES IN LO'fER BASIN
<br />A t 1961
<br />
<br />PROVISIONAL RECORDS
<br />
<br /> ugU8
<br /> Colorado Colorado Colorado Diversions 'between Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River Lake R::";er' Havasu River Parker and Blvthe River Im'rerlal Dam Colorado
<br />Date River River Colorado River Hi vel' Lake Mead below Mohave be::'OI;' Lake bela..; Colo. R. Palo belo\p: Am~:~can _VHe Gila River Pilot
<br />Aug. Lee' Lee, River Orand 11ttle- Useble Hoover Usable Davis Usable Parker Indian Verde Clbola Gravity River be low Knob
<br />Ferry Ferry Cameron Canyon field Contents Dam Contents Dan Con'tents Dam Res. Carlal Valley Canal Canal Dome Yuma Return
<br /> . t
<br /> or. of, of, ofs of, acre-ft of, acre-ft of, acre~f't ers efs efs ofs efs ofs ofs
<br />0 3.030 " 158 5.710 16' 18.358,000 13,300 1,452..000 16,800 570,500 15,4CC 791 i, '0' 'O,ive .10, 00 1,490 ',1 1,080 3,420
<br />2 3,420 ,3 B 3,680 60 18,337,000 13,700 1,445,000 16,900 569,000 15,200 774 1,780 13,400 10,800 1,570 2.7 1,150 3..370
<br />3 3,080 56 2" ',000 55 18.3).7 ,000 14.,600 1,437,000 17,200 570/500 "'~~ 774 1,780 13,200 10,800 1,310 32 1,380 3,020
<br />4 4,450 2,120 80 3,890 496 18.294,000 15,300 1,432,000 17 , 200 573,400 13,8 769 1,830 12,600 11,500 1,070 74 1,550 3,800
<br />" 4,500 1,100 129 6,100 147 18,280,000 8.910 1,416,000 17,400 576,200 13,000 719 1,770 12,200 11, 100 1,300 7,0 1,410 3,740
<br />6 7,940 90' 211 6,100 94 18, 277, (X)() 6,240 1,402,000 13,100 579,000 13,500 758 1,640 12,700 10,500 1,030 'L2 1,340 3,770
<br />7 8,830 61 155 9..460 14 18,'256,000 140,600 1.398,000 16,600 577,900 15,200 758 1,670 12,600 10,000 1,290 3.1 1,300 3,HO
<br />9 9'~~f 24 40 9,3'20 67 18,239,000 14,000 1,391,000 16,600 576,600 14,800 142 1,730 13,100 10,100 1,420 '.1 1,300 3,210
<br />9 7,94 17 B 9,640 71 18,224,000 14,100 1,386,000 16,900 577 , 200 14, 200 7'6 1,770 13,.300 10,100 1,450 3.' 1,340 3,120
<br />10 6,800 17 10 8,560 151 18,211,OOO 13,900 1,381,000 17,000 580,000 13,300 742 1,840 12,600 10,500 1,420 '.1 1,450 2,990
<br />11 6,030 " 10 7,180 <90 18,204,000 1~.700 1,319,000 14,900 584,000 l~,OOO n6 1,870 12,100 10,400 1,480 2.9 1,400 2,880
<br />12 5,22( 42 10 6~420 975 18,200,000 9,390 1,368,000 14,800 586,300 12'i~ 752 1,690 12,000 9,800 1,590 2.7 1,460 2,320
<br />" 4'~gi ,8 5 5,780 218 16,202,000 6,850 1,357,000 12,.300 588,900 12,1 768 1,500 11,500 9,630 1,520 2.5 1,500 2,320
<br />14 3'~~i ',:, 5 5,390 122 18,189,000 14,300 1,360,000 12,200 590,400 12,300 490 1,570 11,600 9,140 1,5.30 14 1,450 2,170
<br />15 3,55 9. 5 4,,490 106 18,165,000 14,500 1,365,000 12,.300 589,900 11, 500 694 1,650 11,500 8,660 1,590 '.8 1,380 1,850
<br />16 3,41i 13 15 4,090 112 18,H5,OOO 13,600 1,368,000 13,600 590,600 10,900 768 1,550 11,200 8,BOO 1,530 3.3 1,400 2,020
<br />17 3,44 7. 61 4,020 114 18,127,000 13,500 1,369,000 12,500 591,000 10,500 7" 1,610 10,600 8,900 1,460 ,0 1,450 1,940
<br />13 4"ig '0 ., 4,080 106 18,107,000 14,000 1,372,000 12,"00 592,000 lO"~g 714 r 1,590 10,200 8,350 1,450 '.1 1,380 1,720
<br />19 5,6~c ,7 268 5,000 100 18,093,000 9,610 1,367,000 12,200 594,200 9,86 725 1,600 10,000 8,140 1,430 2.7 1,430 1,560
<br />20 6,19 16 88' 6,480 108 18,089,000 6,010 1,355,000 H.SDO 597,209 9,000 70' 1,310 9,750 B,060 1,140 8,8 1,440 1,580
<br />21 6,48 11 1,020 7,420 164 18,062,000 16,800 1,370,000 11,000 597,000 9,930 704 1,490 9,990 8,070 1,220 17 1,290 1,770
<br />22 7,55 39 409 8,010 ,85 18,045,000 14,700 1.376,000 9,950 598,400 8,250 714 1,640 8,970 7,570 1,490 '.1 1,200 1,430
<br />23 6,03 62 251 8,150 '05 18,043,000 12,600 1,383,000 8,640 600,400 8,330 704 1,680 9,170 7,.310 1,420 ,., 1,200 1,940
<br />24 5,20 40 131 6,670 1,350 18,028,000 13,000 1,392,000 8,510 598,600 8,64,0 6" 1,440 8,260 7,860 1,350 1.7 l,nO 1,950
<br />25 4,55 3" 84 5..870 614 18,022.000 11,600 1,398,000 8,940 593,000 9,550 6" 1,350 8,570 6,920 1,440 2.1 1,280 908
<br />2. 4,25 184 48 5..560 16' 18,016,000 8,770 1,397,000 9,120 588,9001 8,4:50 672 1,200 8,970 6,300 1,410 2.5 1,190 1,030
<br />2' 4,23 34 '0 5,100 118 18,015,000 6,080 1,390,000 9,120 585,700 8,210 651 1,070 9,750 7,080 1,250 2.7 1,040 1,430
<br />28 4,55 14 20 4,910 104 17,999,000 11,600 1,393,000 10,600 582,300\ 8,14.0 66Z 1,'270 B,850 7,'340 1,42.0 '.5 1,210 1,560
<br />29 5,97 12 67 5..220 9' 17,989,000 11,400 1.395,000 10,800 580,000 8,130 651 1,500 8,460 7,250 1,320 ,0 1,200 1.520
<br />'0 7,24 65 114 6,990 '26 17,911,000 11,100 1,393,000 10,900 577,700 8,670 651 1,520 8,100 6,690 1,350 ',1 1,340 732
<br />" 8,04 114 ' 112 7,960 ,.2 17,961,000 10,800 1,394,000 10,800 576,200 8,650 725 1,490 7.850 6,-600 1,280 2.7 1,680 0
<br />l"les:. 5,4-7 179 152 6,096 252 --- H.V no 13,000 _00 11,240 715 1,585 10,840 8,876 1,388 7.78 1,333 2,200
<br />J\Cre- 336,60< 11, 020 9,320 375,000 15,510 --- 739,000 no 799,500 I 691,400 43,990 97,450 666,800 545,800 85,330 478
<br />feet 81,980 135,300
<br /> SEDIMENT
<br />Tons 7,011.009 _n _h 7,398,000
<br />
<br />. Furnished by U. S, Bureau of Reclamation, based on powerplant
<br />Lake Mead evaporation by mass-transfer method during month was
<br />equivalent to 9.8 inches.
<br />
<br />records.
<br />97,000 acre-feet.
<br />
<br />tCombined flow of river, Y~~a Main Canal ~asteway and
<br />Reservation Canal ~~in Drain No.4.
<br />
<br />DOUGLAS D. LEWIS, District Engineer
<br />T~cson, Ari~ona
<br />September 14, 1961
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