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<br />
<br /> OOU3:1 UNITED STATES
<br /> DEPARTME:NT OF THE INTERIOR
<br /> GEOLOGICAL SURVEY
<br /> PROVISIONAL REIEASE
<br /> COLORADO RIVER AND TRIBlJrARIES IN LO R BASIN
<br /> Ju1y 1962
<br /> Colorado Colorado Colorado Diversions between Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River lak' River Havasu River Parker and Bl the River Ir.l erial Darr, Colorado
<br />Oat, River River Colorado River River lake Mead 001.0. ""ha~ below La'" oe10.. Colo. R. Palo below All Gila Gila River Pilot
<br />July ",,' Ie., River Grand Little- Usable Hoover Usable Davis Usable Parker Indian Verde C1bole. American Gravity Eiver below Knob
<br /> Ferry Ferry Cameron Canyon f1eld Contents Dam Contents Dam Contents Dam Res. Canal Valley Canal Canal Dome y- Feturn
<br /> * t
<br /> of, of, of, of, of, acre-f't of, acre~ft of, acre-ft of, of, oro of, of' of, of, of, of,
<br />1 50,200 10 50,200 113 23. TI2,OOO 8,'790 1,615,OQO 13,000 593,400 l3,200 921 1,770 11,400 8,930 1,690 2.9 1,310 1,630
<br />2 49,600 6.2 49,700 79 23,838,000 14,200 1,609,000 17,000 593,200 13,200 934 1,800 11,400 8,620 1,790 14 1,350 1,720
<br />3 49,100 5.4 48,900 65 23,901,000 13,000 1,601,000 17,400 593,400 13,400 927 1,940 11,300 8,690 1,700 7-2 1,200 1,8:10
<br />4 49,600 5.2 49,000 60 23,9&:1,000 5,610 1,583,000 14,900 594,600 13,500 921 1,870 11,200 8,660 1,740 10 1,320 1,730
<br />5 48,600 4.5 4S/COO 60 24,046,000 12,700 1,575,000 17,200 595,400 13,300 915 1,710 11, 400 8,830 1,760 4.6 1,350 1,410
<br />6 46,500 3.6 41,200 60 24,lll,OOO 12 J 200 1,565,000 17,300 595,400 14,200 888 1,750 11,600 8,940 1,830 4.8 1,360 1,410
<br />7 44,000 3.4 45.300 60 24,175,000 U,500 1,553,000 17,000 595,400 14,800 88.1 1,870 11,800 8,850 1,740 3.3 1,320 1,410
<br />8 41,600 3.2 43,000 59 24,242,000 1,130 IJ53~JOOO 14,600 595,000 14,600 881 1,870 12,200 9,000 1,740 2.7 1,350 1,410
<br />9 38,400 3.0 40,400 58 24,292,000 13,700 1,53 ,000 16,300 593,eoo 14,400 948 1,890 12,400 9,010 1,710 2.3 1,390 1,600
<br />10 35,600 3.0 37,700 58 24,338,000 14,300 1,531,000 16,200 593,200 14,400 1,020 1,890 12,200 8,970 1,670 3.2 1,360 1,650
<br />11 32,700 3.2 N 34,900 56 24,377,000 l3,axJ 17526,000 16,500 590,400 14,800 958 1,600 12,100 9,220 1,720 2.7 1,320 1,750
<br />12 30, 700 3.4 32,500 58 24,413,000 13,400 1,517,000 16,300 590,600 14,300 877 1,860 12,600 9,750 1,760 2.1 1,300 2,000
<br />13 28,400 J,O 0 30,200 59 24,441,000 13,200 1,513,000 15,900 589,100 14,000 986 1,870 12,500 9,920 1,740 1.8 1,300 2,060
<br />14 26,500 3.2 28,300 60 24,472,000 1l,3oo 1,502,000 16,100 589,900 14,100 986 1,870 12,100 9,790 1,700 1.8 1,400 2,050
<br />15 24,700 3.2 26,400 59 24,502,000 8,140 1,490,000 14,100 589,500 13,400 986 1,830 12,000 9,780 1,420 P 1,450 1,990
<br />~6 22,900 3.8 F 24,900 59 24,520,000 15,200 1,485,000 17, 700 586,600 15,000 992 1,820 11,700 9,460 1,680 2.9 1,420 1,920
<br />17 21,900 3.2 23,600 59 24,532,000 16,200 1,483,000 17,000 564,600 15,300 1,000 2,020 12,600 9,380 1,740 2,3 1,370 1,890
<br />18 Zl,20Q 4,0 L 23,000 62 24,539,000 15,800 1,481,000 17,200 583,600 14,900 948 1,960 13,000 9,58J 1,700 2.3 1,340 1,930
<br />19 19,600 4.2 21,900 60 24,544,000 17,400 1,481,000 16,eoD 585,700 13, Boo 959 1,960 12, 900 9,830 1,740 2.3 1,330 1,910
<br />20 18,400 4.5 0 Zl,500 60 z4,548,ooo 16,500 1,48J,000 11,200 585,300 14,800 929 1,930 1Z,400 9,790 1,730 2.3 1,350 1,930
<br />21 17,500 4.2 w 20,400 59 24,566,000 12 , 200 1,470,000 17,200 584,900 15,000 930 1,950 12,300 9,700 1,600 2.3 1,440 2,OZO
<br />22 16,600 3.8 19,300 59 24,515,000 f1rA!i9,6f<J 1,460,000 15,100 585,700 14,400 924 1,900 12, 900 9,890 1,560 2.6 1,330 2,430
<br />23 16,300 4.5 18,500 59 24,578,000 6,700 1,458,000 16,600 585,100 14,000 920 1,880 12,eoo 9,800 1,620 2.6 1,300 z,410
<br />24 16,100 4,0 18,400 60 24,573,000 16,000 1,455,000 16,400 583,400 14,900 922 2,110 12,700 9,850 1,740 2.6 1,300 2,310
<br />25 15,800 4.0 17, Ebo 60 24,569,000 16,500 1,455,000 16,300 582,700 14,600 924 2,120 13,000 9,780 1,810 2.6 1,2&:1 1,990
<br />26 14,400 4.0 16,eoo 59 24,569,000 16,100 1,455,000 16,400 581,000 14,500 924 2,140 12,eoo 10,200 1,840 2.6 1,340 1,950
<br />27 13,700 4.2 15,400 62 24,561,000 16,600 1,456,000 16,400 581,900 14,600 922 2,160 12.700 10,000 1,820 2.6 1,390 1,940
<br />28 13,200 5.0 14,6::10 65 ZLl-,561,OCO 13,200 1,450,000 16, 600 581,000 15,000 922 1,980 12,500 9,890 1,830 2.7 1,390 1,910
<br />29 12,500 3.8 13,900 63 24,569,000 9,960 1,431,000 15,000 500,000 14,600 918 1,850 12,900 9,970 1,690 2.6 1,410 2,050
<br />30 12,500 4.5 13,500 62 24,560,000 16,600 1,439,000 16,600 5eo,000 14,300 922 1,920 13,100 9,960 1,720 2.6 1,350 1,930
<br />31 12,700 4.2 13,700 60 24,548,000 17,900 1,440,000 16 , 200 519,200 14,500 924 Z,o&:l lz,60o 10,100 1,700 2.7 1,360 2,OZO
<br />"'on 27,790 4.17 0 29,350 62.3 13,400 16,290 14,340 936 1,909 12,290 9,488 1,720 3.46 1,352 1,876
<br />Acre-
<br />feet 1,709,000 257 0 1,8)4,000 3,830 824,100 1,002,000 881,900 57,540 117,460 755,900 583,400 105,700 213 83 150 115400
<br />Tons 3,257,000
<br />* Furnished by U. S. Bureau of Reclamation, based on powerplant records. t Combined flow of river, Yuma Main Canal wasteway and
<br />lake Mead evaporation by mass-transfer method during month was 155,200 acre-feet, equivalent to 12.7 inches. Reservation Canal Main Drain No.4.
<br /> DOUGLAS D. lEWIS, District Engineer
<br /> Tucson, Arizona
<br /> August 13, 1962
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