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<br />m:ITED S':'ATES I
<br />DEPART;>;f.N'l' OF THE INTERIOR
<br />GEOLOGICAL SURVEY I
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<br />COLORADO RIVER AND TRIBUTARIES IN
<br />June 1960
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<br />LollER
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<br />BASIN
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<br />PROVISIONAL RECORDS
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<br /> Colorado Colora.io CO'..0r3do Diversions between COIOI'3do Diverslolls at
<br /> Colorado Paria Little Colorado Virgin River La~:e River Havasu Ri'Jer Parker and Bl '-the River Imoerial Dam Colorado
<br /> Date River River Colorado R1.'.'er Hi'/er Lake Mead below l'lohave belo.-I Lake be lc~" Colo. R. Palo below ^"" u~.la Gl1a River Pilot
<br /> June Lees Lees River Grand llttle- Usable Hoover Usable Davis Usable Pa rker Indian Verde Clbo1a American Gravity River be10"1 (.nob
<br /> Ferry Ferry Cameron Canyon field C.:;ntents Dam Contents Da.'Tt Con!.ents Dam Res. Canal valley Canal Canal Dome Yuma Return
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<br /> ers cr, cr, cf, cfs acre-ft cfs acre-ft cr, acre-ft cfs cr, cf, cfs ers cf, cf, efs efs
<br /> , 30,300 i.O 0 29,400 56 20,559,000 18,000 1,544,000 16,700 582,80C 13,800 656 l,83Q 12,400 9,580 1,590 9.7 1,33: 1,240
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<br /> 2 31,900 3.9 0 30,100 54 20,575,000 19,200 1,546,000 16,000 585,100 13,000 660 2,040 12,300 9,570 1,700 9.7 1,98C 1,120
<br /> 3 32,300 3.8 0 31,200 56 20,595,000 18,200 1,546,000 17,100 585,900 14,400 698 1,990 11,400 9,540 1,800 9.4 2,0:0 1,120
<br /> 4 33,10') 3.8 0 32,300 56 20,625,000 13,700 1,538,000 17,100 586,500 14,600 714 1,930 12,000 9,390 1,660 8.9 1,33S 1,130
<br /> 0 35,200 3.g 0 33,600 56 20,670,000 11,200 1,530,000 15,600 587,400 14,400 734 1,800 12,500 9,190 1,410 21.0 1,99:; 1,120
<br /> 6 39,200 3.3 0 36,200 58 20,701,000 17,600 1,530,000 16,400 588 J 40C' 14,400 722 1,760 12,800 9,260 1,460 10,0 2,09,) 1,330
<br /> 7 .13,000 105 0 10,600 58 20,729,000 17 , 900 1,533,000 16,400 589,10C, 14,500 727 1,710 12,800 9,530 1,590 7.6 2,080 1,440
<br /> S 45,000 HO 6.4 43,900 53 20,766,000 19,600 1,538,000 16,500 590,60C 14,000 749 1,760 12,500 9,560 1,570 6.8 2,000 :,330
<br /> , 45,500 35 .1 45,200 56 20,812,000 13,700 1,541,000 16,400 593,600 13,700 737 1,830 12,500 9,680 1,740 6.4 2,19') :,320
<br /> :J '1:3,000 16 0 45,200 56 20,865,000 18,100 1,542,000 16,300 594,80Q 14, 300 759 1,830 12,100 9,760 1,650 6.4 2,240 ::',630
<br /> 11 H,OOO 12 0 43,900 54 20,923,000 14,600 1,538,000 16,200 595,800' 14,300 759 1,790 12,100 9,520 1,600 6.6 2,340 1,320
<br /> l2 4<1,000 9.6 0 43,700 54 20,987,000 11,900 1,529,000 16,400 595,400, 14, 900 749 1,550 12,600 9,400 1,460 12.0 2,330 l,2QC
<br /> 13 ,H,OOO 8.6 0 43,900 58 21,036,000 18,600 1,533,000 16,300 596,400: 14,700 749 1,720 13,000 9,550 1,580 . 9.1 2,17: 1,420
<br /> 101 42,500 5.7 0 42,300 60 21,082,000 18,400 1,535,000 15,900 596,20d 14,800 827 l,7BC 13,000 9,630 1,640 5.0 2,JEO 1,4.40
<br /> 15 42,000 L2 0 42,100 60 21,125,000 19,200 1,539,000 15,800 596,200; 14, 400 845 1,780 12,800 9,890 1,630 6.1 2:050 1,65']
<br /> 16 41,100 3.4 0 39,900 60 21,173,000 17 ,600 1,542,000 16,000 596,800' 14,100 912 1,820 12,600 10,100 1,620 7.6 Z,C/Z0 :,70':
<br /> 17 3'3,200 4.0 0 38,600 60 21,214,000 18,000 1,544,000 15,800 595,800 15,300 924 1,800 12,400 9,970 1,640 7.6 2,020 ~,~3J
<br /> " 'iC,2QO LO 0 38,200 60 21,260,000 15,000 1,540,000 15,600 594,200 15,200 924 1,800 12;600 9,850 1,590 7.8 2, ::',;0 l,47J
<br /> " 39,800 4.2 0 38,400 60 21,308,000 11,400 1,530,000 15,700 593,200 15, 100 911 1,690 13,000 9,780 1,470 7.8 2,300 1,340
<br /> 0, 33,400 3.6 0 38,000 58 21,348,000 17 ,800 1,529,000 17 ,100 593,000, 14,800 944 1,740 13,200 10,000 1,680 7.6 2,3.J: 1,640
<br /> "~
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<br /> -. 3;), -/1)0 3.G 0 38,600 58 21,386,000 17,600 1,527,000 17,000 593,40d 14,900 311 1,830 13,000 10,100 1,720 7.8 2,290 :, :J''!'O
<br /> 22 40,200 3.6 0 40,100 58 21,417,000 19,100 1,530,000 17,100 594,000 14,900 929 1,870 12,700 10,100 1,700 7.3 2, ~€') 2,050
<br /> 23 39,200 3.0 0 40,300 62 21,459,000 19,600 1,532,000 16,900 595,400 14,500 911 1,850 12,600 9,850 1,670 4.8 1,j3'; ::',780
<br /> " 38,400 3.6 0 39,500 62 21,494,000 19,200 1,534,000 15,900 594,600 15,800 911 1,740 12,400 9,900 1,700 ,3.8 ~, 9SS :,430
<br /> 36,600 3.6 0 37,600 60 21,536,000 15,500 1,528,000 16,800 59.3,200 16,000 929 1,750 12,800 9,880 1,700 4.4 2 ",.. :,331)
<br /> 25 ,""
<br />I 2" 3.1,000 3.6 0 35,200 62 21,582,000 11,900 1,515,000 17 ,000 593,000 15,GOO 911 1,710 13,500 9,850 1,700 <.3 2, ; "_"J :,.2~i)
<br /> ,. 30,700 3.6 0 32,100 62 21,616,000 17,700 1,515,000 17,400 593,600 15,400 929 1,680 13,800 10'..100 1,700 4.4 2,~2 ::',4JO
<br /> 2< 27,600 3." 0 29,600 62 21,640,000 19,000 1,515,000 17,400 592,400 16,100 911 1,800 13,300 10,200 1,670 4.4 2,23') 1,500
<br /> 2:i 25,100 3.6 0 26,700 62 21,656,000 18,900 1,515,000 18,300 591,400 16,500 944 1,730 13,700 10,300 1,660 4.3 2,::'''') 1,510
<br /> 30 23,600 3.' 0 24,400 60 21,672,000 18,400 1,514,000 17,500 592,600; 15,600 911 1,710 13,900 10,500 1,670 4.3 2,2:-; ::',640
<br /> 31 I
<br /> .":ea!1 37,660 13.8 0.22 37,360 58.4 --- 17,050 --- 16,590 --- 14,80Q....... 831 1,737 12,740 9,785 1,632 7.43 2,:4,3 ::,':'52
<br /> MJ:'e- 2,2-11,000 922 12,9 2,223,000 3,470 --- ( 444,000/ 49,420 582,200 97,130
<br /> :'eet --- 1,015,000 --- 987,OGO 106,400 758,300 442 127 ,:::~,":: 36,350
<br /> SED INE.~T '--\
<br /> Tons 2,936,0001184,400 n_ 5,259,100 /
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<br />
<br />Lake Mead evaporation by mass-transfer method during month was 108,300 acre-feet,
<br />equivalent to 9.8 inches.
<br />
<br />_'VEil
<br />JUL1 a 19IJO ,
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<br />}~o
<br />/ ~ 0 ,1 tCombL'1ed
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<br />flow of river, Y~a Main Canal wasteway and
<br />Reservation Canal P~in Drain No.4.
<br />
<br />. Furnished by U. S. Bureau of Reclamation, based on powerp1ant records.
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<br />r'tf" l,l'A..1'f'ft I
<br />'-COISt..HIt. ."M@I
<br />
<br />DOUGLAS D. LEWIS>
<br />Tucson. Arl:ona
<br />.July 12, 1960
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<br />District Eng,i:1eer-
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