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<br />UNITED STATES I
<br />DEPARl'MEN'I' OF THE INTERIOR
<br />GEOLOOICAL SURVEY
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<br />COLORADO RIVER AND TRIBUTARIES IN LOf/ER BASIN
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<br />PROVISIONAL REIEASE
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<br /> lktvember 1962
<br /> Colorado Colorado ~ Colorado Diversions between Colorado Diversions at
<br /> Colorado Poria Little Colorado Virgin River Lake River Havasu River Parker and Blvt_he River I:IlIperial Da.m Colorado
<br />Dat. River River Colorado RiveT River take Mead bel~ Mohave below Lak. I below Colo. R. Polo below All Gila Gila. River Pilot
<br />DOT. I... ",,' River Grand Little- Usa.ble Hoover Usable Davis Usable Parker Indian Verde Cibola American Gravity River bel~ Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dam Re" Canal Valley Ca,,", Canal Do_ Yuma Return
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<br /> or, cf, cf, or, or, acre-ft cf, acre-ft cf, acre-ft I or, or, of, cf, cf, cf, cf, cfa cfa
<br />1 8,0&:1 12 16 8,270 III 23,48ll.,000 9,960 1,376,000 15,400 551,"/'00 ,\ 13,9OQ 506 896 9,900 5,010 1,620 4,5 962 0
<br />2 8,oIlo 11 11 8,160 109 23,480,000 9,360 1,366,000 15,600 544,000 16,100 501 1,010 11,900 6,000 1,550 4.0 1,960 1,0eo
<br />3 8,040 11 8,2 8,080 107 23,419,000 8,090 1,353,000 15,100 534,600 I 11,200 497 939 13,300 7,400 1,410 4.0 2,400 2,61})
<br />4 1,900 11 10 8,000 107 23,483,000 4,500 1,346,000 9,2tQ 528,100 16,000 499 907 14,900 8,620 1,300 4,0 2,470 4,190
<br />5 1,830 II 9.2 7,1a, 102 23,4TI ,000 11,900 1,353,000 8,,,,", 528,100 ! 9,810 500 1,010 14,900 9,8al 1,320 3,5 2,360 5,3(:()
<br />6 7,940 11 7,8 7,1(:() 100 23,469,000 11,500 1,360,000 8,350 533,700 6,600 499 1,O}O 12,500 10,700 1,200 3-5 2,230 6,11})
<br />7 8,110 10 5.0 7,970 100 23,456,000 12,700 1,368,000 8,31}) 536,200 6,6Eb 495 1,130 9,200 10,400 1,r7O 3-5 2,510 6,120
<br />8 7,8<i:> 10 2.6 8,ozc 9" 23,446,000 12, 100 1,315,000 8,37C 539,&Jo \ 5,720 496 1,170 6,8al 7,910 1,150 3.5 2,550 3,670
<br />9 7,/590 10 1.0 1,810 96 23,436,000 12,200 1,382,000 8,620 541,400 I 6,3Eb 494 1,090 6,21}) 5,420 1,0Eb 3-5 2,240 1,270
<br />10 7,550 10 .3 1,670 102 23,430,000 10,400 1,386,000 8,520 542,9OC> 6,460 494 982 5,640 5,150 1l;6 3.5 1,100 1,020
<br />11 7,450 10 .1 7,48:1 107 23,431,000 6,070 1,386,000 1,040 543,&:10 I 6,440 494 969 6,040 4,940 687 3-5 1,190 1,040
<br />12 1,240 10 0 7,330 107 23,423,000 10,300 1,3/39,000 8,7&J 544,000 \ 5,980 494 950 5,920 5,230 792 3-5 1,110 1,18:1
<br />'3 6,&lo 10 0 7,100 105 23,417,000 11,100 1.393,000 8,1CIJ 546,300 5,600 494 897 6.010 5,140 925 4.5 1,oIlo 1,010
<br />,4 6.540 10 0 6,18:) 113 1:3,406,000 10,900 1,397,000 8,890 549,200 5,110 494 921 5,150 5,000 898 5.5 1,08:) 1,010
<br />15 6,540 13 0 6,640 119 23,394.000 11, &lo 1,404,000 8,080 553,700 4,700 495 950 5,290 4.700 828 4.5 1,150 524
<br />16 6,570 13 23 6.730 129 23,3Eb,000 12,800 1,416,000 7,8al 556,500 5,640 497 1.020 4.930 4,350 715 4,0 1,630 0
<br />17 6,170 14 74 6,840 113 '23,310,000 ll,U}O 1,422,UOO 7,600 551,900 5,210 495 834 4,5Co 4,200 736 3-5 1,520 0
<br />18 6, "TO 14 535 7,090 121 23,361,000 5,700 1,422,000 6,170 _ 558,600 5,480 496 717 5,060 3,TIO 774 3.5 1,120 0
<br />19 7,550 11 262 7,270 117 23,354,000 12,500 1,429,000 1,010 556,900 5,270 497 1304 5,040 3,1:$0 734 3,5 1,040 0
<br />20 7,940 11 149 7,1:$0 117 23,}.44,000 11,8;)0 1,439,000 6,98;) 556,900 5.38:) '51 922 5,020 3,900 790 305 1,1~ 0
<br />21 7,970 10 114 1,930 117 23,333,000 12,000 1,448,000 7,010 557.500 5,010 431 928 4.910 4,050 7130 3.5 I,ll}) 0
<br />22 7,620 14 86 8,000 121 23,342,000 3,940 1,442,000 1,040 558,100 I 4,9(:() 429 784 4,8<i:> 4,120 742 3.5 1,08;) 0
<br />23 7,410 12 67 7,540 109 23,336,000 10,800 1,448,000 7,140 554,Wo 7,140 428 816 4,&lo 4,240 6(;) 3.0 1,3(:() 0
<br />24 6,940 12 49 1,3&> 109 23.333,000 9,170 1,452,000 7,070 552.400 :\ 6,710 428 835 4,840 4,010 792 3,0 1,7"0 0
<br />25 6,610 13 39 6.98:1 109 23,339,000 3,830 1,447.000 1,090 550,600 6,290 427 738 6,.240 3,650 692 3.0 1.370 0
<br />26 6,"TO ,4 32 6,,810 117 23,J29,OOO 12,200 1,454,000 7,980 548,600 I 6.370 427 7130 6,070 3,4ao 1,030 3.0 2,210 0
<br />27 6.1!jo ,4 25 6,880 117 23,322.000 11,200 1,460,000 7,950 548,100 I 6,300 427 793 5,6EO 3,590 971 5.0 3,210 0
<br />28 6,570 14 19 6.560 113 23,307.000 12,700 1,46$l,ooo 7.,900 548,300 6,150 424 825 5,~ 3,590 1,050 305 2,770 0
<br />29 6,570 14 14 6,3EO 117 23,271,000 12,300 1,478,000 7.990 55011.00 ~ 5.390 424 735 5, 3,490 915 3-5 2,320 0
<br />3D 6,510 1. 11 6,310 117 23,258,000 13,400 1,486,000 7,98:J 551,700 5,000 425 753 5.660 3,610 884 3-5 2,550 0
<br />31 !
<br />Me~ 7,300 11.8 52.3 1,300 III _n 10,300 --- 8,6~ --- . 1,'2:99 _72 904 7.liS 5,313 970 3.72 1,1'/2 1.210
<br />Acre- 439,100 I 434,300
<br />feet 434,600 702 3,110 6,590 on 612,900 on 513,800 --- 28,080 53.820 423,400 316,200 51.740 221 105.500 72 030
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<br />Tons 1,B23,OOO 0-- --- Il,119.000
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<br />* Furnished by U. S. Bureau of Recl8JaatloD. based on powerplant records.
<br />~ Mead evapo-ration by mass-transf'er method during llIOIlth vas 57.000 acre-teet. equhe.1ent to 4.8 inches.
<br />lIote: The f'olloviDg corrections Bhould be made for e'Dlorado River belov Hoover Dam for October. 1962, Oct.
<br />- 14 - 3.590 er8; IIIelm 10,320) acre-teet 634,000.
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<br />t Combined flow of river, Yuma. Main Canal wasteway and
<br />Reservation Canal Main Drain No.4.
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<br />oorolAS D. lEWIS, District Engineer
<br />Tucson, Arizona
<br />December 13. 1962
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