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<br />UNITED STATES
<br />DEPARTMENT OF THE rnrERIOlt
<br />GEOLOOICAL SURVEY \
<br />COLORADO RIVER AND TRIBurARIES m LOWER BASIN
<br />~96~
<br />
<br />PROVISIONAL RELEASE
<br />
<br /> Colorado Colorado Colorado Diversions between Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River lake River Havasu River Parker and Blvthe River Imnerial Darn 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 />""r. lee, lees HiveI' Grand Little- Usable Hoover Usable Davis Usable Parker Indian Verde Gibola American Gravity River below Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam Res. Canal Valley Canal Canal fume Yuma Return
<br /> . t
<br /> ofs efs of, efs efs acre-ft cfs acre-ft ef, acre-ft cf, of, ef, ef, cf, ef, of, ef, ef,
<br />1 6,130 10 78 6,270 121 22,488,000 ll, eoo 1,696,000 13,300 520,700 10,600 795 1,560 8,630 7,3W 1,200 4.3 989 1,040
<br />2 6,000 10 70 6,210 131 22,480,000 11,400 1,692,000 13,400 520,700 11,500 791 1,510 9,110 7,250 940 ~.3 1,000 1,090
<br />3 5,940 18 59 6,010 127 22,471,000 9,330 1,689,000 10,800 522,900 11,100 794 1,400 9,140 7,150 925 4.3 1,000 1,100
<br />4 5,970 18 52 6,030 127 22,453,000 14,500 1,692,000 12,400 521,300 11,800 791 1,420 10,000 7,150 1,430 4.3 993 1,110
<br />5 5,970 12 46 5,9'10 123 z2,433,000 1']',200 1,698,000 13,300 518,eoo 12,100 791 1,470 9,320 7,200 1,530 4,3 1,030 1,130
<br />6 6,000 10 45 5,940 121 22,413,000 14,800 1,702,000 13,200 519,800 11,600 798 1,510 10,000 7,990 1,420 4.3 1,090 1,740
<br />7 5,970 10 38 5,880 ll3 22,397,000 14,900 1,704,000 13,100 522,900 10,600 798 1,450 10,200 8,150 1,310 4.3 956 1,380
<br />8 5,850 II 28 5,820 ll9 22,380,000 15,000 1,709,000 13,200 523,600 11,000 799 1,300 9,260 8,600 1,260 4.3 910 1,830
<br />9 5,790 II 22 5,700 ll7 22,359,000 14,600 1,711,000 13,300 524,900 11,300 ""0 1,390 9,050 8,520 1,070 4.3 967 1,920
<br />10 5,700 7.5 19 5,660 107 22,350,000 10,800 1,712,000 10,500 526,300 11,400 794 1,290 9,400 8,2W 7&:J 4-3 960 1,950
<br /> "
<br />II 5,530 5.7 12 5,530 91 22,333,000 15,900 1,1'12,000 14,Eoo 525,200 II ,000 790 1,420 9,600 7,990 1,030 4.3 991 2,010
<br />12 5,440 5.7 5,0 5,400 76 22,313,000 17,000 1,717,000 14,900 529,600 J 10,900 790 1,440 9,660 7,930 1,220 4,3 1,060 1,940
<br />13 j-,470 8.2 1.2 5,300 70 22,289,000 17,100 1,719,000 14,800 531,500 U,100 791 1,450 9,320 8,010 1,230 4,3 1,070 1,620
<br />14 1,300 7,8 ,6 4,420 66 22,256,000 18,000 1,1'24,000 14,700 532,300 " U,9QO 789 1,490 9,140 7,900 1,080 4,3 1,000 1,210
<br />15 1,260 7.8 .4 1,850 66 22,235,000 17,300 1,728,000 14,900 533,700 I 12,900 791 1,420 9,290 7,990 1,200 4.3 1,080 1,020
<br />16 1,220 10 .3 1,400 66 22,216,000 14,300 1,726,000 14,900 533,900 j 12,600 793 1,360 10,500 7,830 1,310 4.3 1,050 1,270
<br />17 1,260 II .3 1,390 70 22,209,000 10,500 1,725,000 11,200 538,200 ' 11,400 792 1,180 11,100 8,510 925 4.3 1,170 1,740
<br />18 1,210 13 .2 1,350 109 22,177,000 16,200 1,726,000 15,900 540,500 1l,400 791 1,300 11,200 8,9Eo 1,2Bo 4.3 1,160 2,620
<br />19 1,oEo 16 .2 1,310 127 22,151,000 15,200 1,726,000 15,700 543,100 I ll, eoo 791 1,430 9,930 9,130 1,290 4.3 1,120 3,340
<br />20 1,050 13 ,1 1,220 109 22,124,000 14,800 1,724,000 15,500 546,700 1 11,400 786 1,360 9,600 8,750 1,2&:1 4,3 1,120 3,170
<br />21 1,060 16 .1 1,160 ll5 22,099,000 15,400 1,726,000 13,900 551,000 11,400 796 1,320 9,990 8,350 1,160 4,3 1,120 2,030
<br />22 1,060 16 0 1,130 105 22,072,000 14,700 1,728,000 13,900 552,100 12,700 820 986 10,000 8,4&:1 1,090 4.3 1,060 2,010
<br />23 1,050 14 0 1,140 86 22,046,000 12, Boo 1,726,000 14,100 553,700 12,400 852 1,240 10,000 8,740 1,010 4.3 1,060 2,050
<br />24 1,050 10 0 1,150 83 22,037,000 8,310 1,721,000 9,760 553,900 I 12,300 855 1,250 10,500 9,010 766 4,3 1,120 2,06::>
<br />25 1,060 8,6 0 1,150 73 22,005,000 15,900 1,721,000 15,600 552,400 I 12,400 865 1,260 10,700 9,090 1,360 4.3 1,070 2,010
<br /> , 13,200 865
<br />26 1,050 12 0 1,190 66 21,977,000 16,400 1,722,000 15, Boo 550,600 , 1,400 10,900 8,750 1,550 4.3 1,070 1,940
<br />27 1,050 12 0 1,190 &:J 21,945,000 16,200 1,722,000 15,800 550,100 13,200 858 1,470 10,800 8,910 1,550 4,3 1,210 1,759
<br />28 1,040 9,6 0 1,1&J &:J 21,918,000 15,700 1,724,000 16,000 552,600 12 , 600 857 1,490 10, eoo 9,200 1,250 4.3 1,170 1,7eo
<br />29 1,050 II 0 1,180 124 21,892,000 13,900 1,720,000 15,700 553,900 13,500 855 1,570 11,2OQ 9,300 1,210 4,3 1,090 1,990
<br />30 1,030 18 54 1,150 140 21,876,000 10,&JO 1,710,000 15,800 555,400 13,700 857 1,480 11,000 9,390 l,llO 4,3 1,050 1,910
<br />31 1,040 12 128 1,130 86 21,864,000 7,750 1,703,000 10,600 556,000 13,600 853 1,300 12,000 9,640 955 4,3 1,050 2,110
<br />Mean 3,054 ll,4 21.3 3,271 9B.5 ... H,170 ... 13,900 ._. I ll,95" UL, l,3d7 10,040 8,373 1,184 4,3 1,060 1,eo2
<br />Acre- 854,400 734,700 49,960
<br />feet 187,8:>0 704 1,310 201,100 6,060 ... 871,300 -_. -.. I 85,2ea 617,500 514,800 72 , eoo 264 65,190 110 eoo
<br /> SEDIMENI' I
<br />Tons I ... ... _.- 142,900 ,
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<br />* Furnished by U, S. Bureau of Reclamation, based on powerp1ant records.
<br />lake Mead evaporation by mass-transfer method during month was 64,500 acre-feet, equivalent to 5.6 inches.
<br />
<br />t Combined flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No, 4.
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<br />DOUGLAS D. LEWIS, District Engineer
<br />Tucson, Arizona
<br />April 11, 1963
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