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<br />UNITED STATES
<br />DEPARTMEN'l' OF THE INTERIOR
<br />GEOLOGICAL SURVEY
<br />COLORADO RIVER AND TRIBUTARIES IN LO:WER BASIN
<br />February 196.3.
<br />
<br />PROVISIONAL BELEASE
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<br /> Colorado COlO/"(luO ~Qlorado Diversions between Colorado Diversion>> at
<br /> Colorado Paria Little Colorado Virgin Riwr Lake River llavuGu \River Parker and Blythe River Imperial Da.I:l Colorado
<br />Date River River Colorado HiveI' River lake Mead below Mohavt~ be low L:-lk~ l~lo\ol Colo. II. Palo oelow All Gila Gila River Pilot
<br />Feb. lees kes River Grand Little- Usable Hoover Usable IhviG Usuble 'i Parke)' Indian Verde Cibola American Gravity l11ver bdo.... KnOb
<br /> Ferry Ferry Cameron Canyon field Contents Dam Con Lents Dam Cantcut!> Dam lies. Canal VA.l1ey Canal Canal Da~ y~ Return
<br /> . t
<br /> or, or, or, or, ers aere-ft or, acre~ft ere :'\crc-!'t , ers ers efG cfs e1'G cfs of, or, <::fs
<br />1 4,600 55 2 4,120 199 22,675,000 9,060 l,68J.,ooo 9,920 544,300 ! 6,220 645 f!$7 6,040 3,920 541 2.0 2,640 0
<br />2 4,930 90 2 4,490 283 22,671,000 7,150 1,677,000 10,000 547,600 6,220 615 906 5,570 4,000 512 2.0 3,130 0
<br />3 5,140 50 1.5 4,880 283 22,672,000 3,550 1,670,000 6,9&:1 551,000 6,340 612 870 5,710 3,690 449 2.0 3,330 0
<br />4 5,490 32 1.5 5,050 207 22,664,000 10, 300 1,672,000 8,240 551,300 6,880 611 861 5,730 3,660 715 2.0 2,510 0
<br />5 5,550 26 1.5 5,430 178 22,653,000 10,300 1,677,000 8,190 548,600 I 7,830 611 1,030 5,'150 3,'/00 844 2.0 2,100 0
<br /> 546,100 I
<br />6 6,350 25 1 5,540 166 22,644,000 1l,200 1,683,000 8,140 7,990 614 1,040 5,920 4,060 948 2.0 1,;>40 0
<br />7 7,070 24 1 6,360 159 22,633,000 1l,5oo 1,688,000 8,190 542,500 ! 8,370 612 991 6,970 4,390 927 2.5 1,7SX> 0
<br />8 7,310 21 1 6,950 159 22,621,000 12,100 1,695,000 7,900 537,500 8,880 614 1,030 1,200 5,030 982 2.0 1,900 0
<br />9 7,620 '9 .5 1,2eo ,40 22,610,000 1l,500 1,700,000 8,030 535,100 7,820 614 904 7,6sx> 5,050 816 2.0 2,020 0
<br />10 7,5eo 21 .5 7,560 195 22,6l5,OOO 5,460 1,701,000 6,120 536,000 I 7,520 615 814 8,040 5,340 575 2.0 2,030 0
<br />11 7,550 32 .4 7,(;:)0 340 22,612,000 ll,ooO 1,102,000 11,000 531,900 7,:"60 614 845 7,2eo 5,28) 1,040 2.5 1,930 20
<br />12 7,620 30 .3 7,690 215 22,603,000 11, 600 1,702,000 !l,OOO 531,200 8,010 610 862 6,790 4,720 1,030 1.5 1,720 1,000
<br />13 7,760 19 .2 7,68:> 149 22,594,000 13,100 1,705,000 10,900 531,700 I 8,200 612 899 6,68:> 4,330 1,160 1.0 1,9(;:) 537
<br />14 7,&xl ,4 .1 1,810 129 22,587,000 11, &xl 1,701,000 10,900 534,800 7,520 612 691 1,310 4,400 1,070 1.0 2,020 0
<br />15 1,8)0 ,6 0 7,870 lZ9 '2'2,516,000 13,000 1,71.0,000 11,000 537,eoO 1,820 566 1,110 7,58;) 4,710 936 1.0 2,410 0
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<br />16 7,550 17 0 7,820 119 22,569,000 10,600 1,109,000 10,900 541,300 ' 7,880 543 1,170 6,610 5,120 8ea 1.0 2,eoo 0
<br />17 1,48) ,4 0 1,630 123 22,572,000 5,260 1,702,000 8,610 542,300 ) 8,450 543 1,080 6,58) 5,040 605 1.0 2,&xl 0
<br />18 7,240 ,4 50 1,500 129 22,565,000 13,100 1,107,000 10,300 '540,900 8,740 544 1,290 6,660 4,7&J ea6 .5 2,140 0
<br />19 7,180 14 100 1,390 138 22,556,000 12,000 1,709,000 10,600 )40,500 , 8,730 547 1,300 7,150 4,920 974 2.5 1,;>40 0
<br />20 7,0[0 ,4 90 7,220 149 22,549,000 12,400 1,714,000 10, coo ';141,600 8,360 540 1,320 7,500 5,320 994 1.0 2,030 0
<br />21 6,840 12 90 7,040 149 22,537,000 14,100 1,121.000 9,740 51~2, 'rao I 8,160 526 1,390 7,550 5,660 919 1.0 2,060 0
<br />22 6,510 12 ea 6,880 149 22,533,000 8,0l0 1,719,000 9,700 540,200 f 9,730 529 1,38:J 6,890 5,290 904 1.0 1,880 0
<br />23 6,510 21 70 6,740 163 22,528,000 9,880 1,71.7,000 9,820 535,900 9,710 526 1,340 6,810 5,510 756 1.0 1,820 0
<br />24 6,510 16 70 6,630 154 22,533,000 4;no 1,'11.2,000 6,910 529,100 11,000 528 1,21:iO 8,320 6,190 495 1.5 2,leo 0
<br />25 6,510 12 60 6,530 156 22,522,000 13,400 1,713,000 12,10C' 5?::,too 10,500 628 1,410 9,810 6,440 1,120 1.5 2,010 0
<br />26 I 6,410 12 1eo 6,490 134 22,51S,OCKJ D,OOO 1,708,000 13,300 ~ll3,)OO 10,400 677 1,600 9,230 6,700 1,160 1.5 2,120 0
<br />27 6,3eo 12 150 6,490 14'( 22,504,000 11, &xl 1,706,000 13,500 518,9CO 10,200 6'1'7 1,690 8,970 7,150 1,250 2.0 2,120 0
<br />28 6,250 12 120 6,340 154 22,496,000 10,900 1,699,000 13,200 518,600 10, 700 728 1,640 8,820 7,410 1,210 3.0 1,760 334
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<br />31
<br />'ean 6,736 23.4 38.3 6,679 171 --- 10,350 --- 9-:;1Jjo --- o,'tJ.~ 597 1,129 7,186 5,065 881 1.64 2,183 67-5
<br />Acre- 545,&:>0 467,300 62,720
<br />feet 374,100 1,300 2,130 310,900 9,510 _n 574,900 --- --- 33,150 399,100 281,300 48,950 91 l~.:l,ZOO 3,750
<br /> SEDIMENT I
<br />Tons _u --- I m 328,300 ,
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<br />. FurniGhed by u. S. Burea~ of Reclamation, based on powerplant records.
<br />lake ~ad evaporation by mass-transfer method during m::mth was 42,200 acre-feet, equivalent to 3.6 inches.
<br />
<br />tCombined 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, Ari~ona
<br />March 12, 196)
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