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<br />
<br />001722.
<br />
<br />UNITED S'I'ATES I
<br />DEPARTMElNI' or THE INTERIOR
<br />GEOLOGICAL SUEVn I
<br />COlORADO RIVER AND TR!BUI'ARIES m ID~ BABIN
<br />March 1962 \
<br />
<br />PROVISIONAL REIEA5E
<br />
<br /> Colorado Colorado I"010r""0 Diversions betveen Colorado e~:Slons at
<br /> Colorado Paria Little Colorado Virgin River Lake River Havaeu River Pa.rker and lU '....he River rial "'" Colorado
<br />Date River River Colorado River River Lake Ie"" below Moha ,. below Lake below Colo. R. Palo below All Gila Gila River Pilot
<br />"'r. "'e, "'e, River Grand Llttle- Usable Hoover Usable Davis' Usable Parker Indian Verde Clbola American Gravity River below Knob
<br /> Ferry Ferry Cameron Canyon field Contents "'" Contents "'" Contents "'" Re" Canal Valley Cenal C~l Dome Yuma Return
<br /> . t
<br /> of, or, or, or, or, I!I.cre-ft or, acre.ft or, acre-ft , of. of. of. or. or, of. of, or. or,
<br />1 9~ 7(J:) 12 130 10,700 210 18,242,000 13,300 1,753,000 11,400 534,100 9,080 461 1,570 8,)00 7,210 921 5.7 946 1,240
<br />2 9,300 24 120 10,200 202 18,237,000 12,200 1,754,000 11,600 533,200 10,200 461 1,450 8,400 7,240 963 5.4 906 1,Z20
<br />3 8.650 21 87 9,610 204 18,242,000 9,360 1,750,000 11 J 300 533,700 I 9,930 466 1,3&;) 8,350 7,120 836 6,3 9TI 1,1"70
<br />4 7,970 19 66 9,000 212 18,24-4,000 8.590 1,752,000 7,1!:b 533.500 , 10,200 467 1,390 9,140 7,030 750 5,7 1,050 1,3a>
<br />5 6,900 17 60 8,210 218 18,239,000 11, 900 1,746,000 14,300 529,700 10,500 507 1,360 9,260 7,450 884 5,6 956 2,010
<br />6 6,130 18 56 7,300 240 18,231,000 12,500 1,745.000 14,100 533.000 9,390 528 1.500 9,140 7,7(i;) 925 5,6 917 2.250
<br />7 6,190 19 77 6,640 319 18.223,000 13.000 1.742.000 13.700 536.900 8.920 556 l,5&J 9,050 7,&:>0 ~ 5,8 903 2.060
<br />8 6,380 32 70 6.670 446 18,212,000 13,400 1,740,000 14,000 542,300 8.960 636 1.540 7,930 1,59) 5.7 948 1,550
<br />9 6,670 26 66 6,950 309 18,187,000 16,600 1,744,000 14,000 545,400 10, Boo 658 1,54{) 7,610 7,220 992 5.4 919 1.520
<br />10 6,900 24 62 7,1a> 286 18,184,000 10.&Jo 1,738,000 14,000 549.400 10.600 662 1,500 7,930 7,050 1,200 5.8 940 1,360
<br />11 7,660 20 63 7,440 263 .'~18,176,OOO 9.670 1,738.000 9.290 552,200 I 11.000 667 1,330 8,910 6,950 003 5.4 1,040 1.320
<br />12 8,900 16 159 8,160 237 18.164,000 14.100 1,741.000 12.800 552,&>0 I 11.100 667 1,540 9,260 6,840 1,040 6.1 1.360 1,000
<br />13 10,200 15 180 9,710 232 18,145,000 15,200 1.744-.000 12.700 553.100 ' 11.000 667 1.620 9,2(i;) 7.260 1~l2O 5,8 1.18) 1,440
<br />14 11,600 13 160 11,100 221 18.130,000 15,200 1,748,000 12.700 552.200 11.200 664 1,540 9,290 1.350 1,160 5.3 1,220 1,620
<br />15 n,l00 14 120 12,000 207 18.122,000 15.000 1,751.000 12.900 552,200 11,200 658 1.48:) 9.430 7.470 1,170 5,3 1,290 1.710
<br />16 10,100 18 99 1l,300 183 18.119,OOO 13,Iioo 1.751,000 13,000 550.600 ' 11. &>0 658 1,350 9,840 7,620 m 5.3 1,320 1,860
<br />17 9.120 18 63 10,300 186 18,121,000 10,500 1,747,000 12.900 548,500 I 12.600 661 1,260 9,900 7,990 5.3 1.320 1,970
<br />18 6.470 18 63 9,460 189 18,125,000 8,3&:> 1,747.000 7,990 545,900 I 12,200 660 1,100 10, eoo 8,470 744 5.3 1,330 2.390
<br />19 8,220 17 66 8,azo 234 18.120,000 12,800 i,738.OOO 16,700 541,100 12,100 660 1.190 ll,l00 8,570 1,160 5,4 1.270 2.510
<br />20 8,110 19, 48 8.610 237 18,113,000 14,500 1,734,000 16,400 543,600 I 10.500 712 1.230 11"100 9,080 1,040 5.8 1,290 2,980
<br />21 8,080 18 37 8,4tb 257 18,098,000 14,900 1.736.000 14,300 548.Boo I 9,990 7;~ 1,190 10,700 9,390 1.130 5.6 1,340 3,840
<br />22 8,11.0 19 32 8,320 29 18,084,000 15,400 1,734,000 14,100 552,600 10,600 73 1.170 9,400 9,000 1,liO 5.7 1,320 3.120
<br />23 8,790 27 29 a,5&J 263 18,068,000 15,100 1,740,0.00 14,200 554,100 12,000 729 1,140 9,340 8,290 1,110 5.3 1,290 3.190
<br />24 10.000 29 28 9,290 271 18.067,000 8'5~ 1.730,000 14,200 555,lbO r 12,100 735 1,120 9,840 7.120 994 5.8 1,270 2,590
<br />25 11,&:>0 19 32 10,600 234 18.069,000 8,0 1,727,000 8,820 557,300 12.100 729 1,120 11,000 8.430 740 5,8 1,410 2,660
<br />26 14,400 20 145 13,300 ~~ 18,061,000 14,500 1,722,000 16,eoo 556,000 12,000 733 1,1&l 11,100 9,840 925 5.4 1,300 2.750
<br />27 13,400 31 140 14,6cYl 18,049,000 15.400 1,719,000 16,700 553,500 13,300 763 1.350 11,000 9,240 1,020 5.3 1.170 2.7(j)
<br />28 12,200 51 120 13,600 41 18,047,000 17,100 1,720,000 16,500 552,400 ' 13. &ID &l7 1,440 11,200 9.330 1,140 5.3 1,130 2,680
<br />29 11,600 53 174 12,400 43 18,047,000 15,600 1,717.000 16,600 553,900 I 13,100 812 1,490 11,900 9,520 l'i~ 5.7 1,220 2,650
<br />30 12 ;Too 45 2,000 12,CXXl 39 18.040,000 15,100 1,715,000 16.600 556,700 13,200 807 1,4aJ 11,&:>0 10,200 1,1.2( 5.1 933 3,250
<br />31 22,200 31 3,000 17,100 33 18,041,000 12,000 1,706,000 16,600 559.000 13,200 &l2 1,440 11,400 10.300 1,12 4.8 970 3,150
<br />"'an 9,130 23.3 244 9,924 269 m 12,98c m 13,500 m U,250 0011 1,373 9.7bJ. 8,14< 1,005 5.54 1,143 2,1"10
<br />Acre- "8 ~ 4m 14 080 16."0 708.'0( 820,&:>0 600,40< 500,50(
<br />r~t 6io 200 m on m 691, 600 40,620 84, 440 61,81 341 70 ,zib 133.400
<br /> SED""'"
<br />Toos 3,272,0001 _u I m 11,392,000
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<br />* Furnished by U. S. llureau of' Reclamation, based on poverplant records.
<br />Lake Mead evaporation by IllUs.transf'er method dur1:ag DKmtb vas 37,eoo acre-feet, equivalent to 3.9 inches.
<br />
<br />Combined !low of river. Yuma Main Cana.l. vasteway and
<br />Reservation Canal Main Drain No.4.
<br />
<br />DOOOLAS D. rEWIS, District Engineer
<br />Tucson, Arizona
<br />AprU ll, 1962
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