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<br />UNITED STATES
<br />DEPARTMEN'l' OF THE IfJTERIOR
<br />GEOLOGICAL SURVEY
<br />
<br /> Colorado Colorado Co::'orado D1 versions between Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River Lake River Havasu River Pari<:er and Blvthe River Imr:e:rla: Da:n Colorado
<br />Date River River Colorado River River Lake Mead below flJohs'le belO\'1 .Lake 'c:elOI'; Colo. R, Palo below All 0::'..l8 G1:a River Pilot
<br /> Lees Lees River Grand Li t tle- Usable Hoover Usable Davis Usable P2rker Indian Verde eibola American Grc '1: River belOl'f Knob
<br />April Ferry Ferry Cameron Canyon field Contents Dam Contents Dam Contents Dar.! Res. Canal Valley Canal Canal Dome Yuma Return
<br /> * t
<br /> efa efa efa ofa efa acre-ft efa acre-ft efa 3cre-ft ers efa c'fs efa efa efa efs efa efs
<br />1 5,880 4,8 51 6,060 74 20,713,000 16,800 1.703,000 16,000 547,400 12,400 688 1,270 11,100 8,560 1,280 .2 2,500 0
<br />2 5,940 7.2 43 6,310 64 20,684,000 19,400 1,710,000 15,900 547,400 12,800 688 1,210 11,500 8,700 1,310 .1 2,240 0
<br />3 6,000 6.0 36 6,420 78 20,661,000 16,900 1,710,000 16,000 547,500 13,100 722 1,440 12,400 9,020 1,110 ,1 2,160 0
<br />4 6,250 5,2 29 6,520 112 20,656,000 10,200 1,700,000 16,000 547,400 14,300 733 1,300 11,900 9,080 1,250 ,1 2,380 0
<br />S 6,480 4.5 28 6,660 107 20,648,000 9,920 1,693,000 12,400 547,300 15,300 729 1,270 12,400 9,250 1,120 .1 3,000 0
<br />6 6,540 4,8 32 6,730 150 20,630,000 15,400 1,688,000 18,700 546,900 16,500 731 1,150 13,600 10,100 1,140 .1 2,820 1,320
<br />7 6,380 12 42 6,740 137 20,616,000 15,600 1,682,000 18,400 546,800 15,100 724 1,270 14,400 10,000 1,410 ,1 2,450 1,180
<br />8 6,440 8.5 89 6,600 127 20,596,000 15,300 1,677,000 18,400 546,900 14,600 721 1,350 15,100 10,300 1,400 ,1 3,100 1,160
<br />9 7,410 7.6 84 6,600 91 20,572,000 16,400 1,674,000 18,600 547,100 14,100 732 1,540 13,400 9,510 1,510 .1 4,940 846
<br />10 6,900 5.6 81 7,320 85 20,553,000 17,500 1,671,000 18,600 547,100 15,300 728 1,430 13,200 9,850 1,310 4.9 3,470 1,190
<br />11 6,770 5,6 76 6,810 68 20,541,000 12,500 1,659,000 18,600 547,300 ]5,100 712 1,260 13,800 9,890 1,210 .8 3,570 1,200
<br />12 7,310 4,5 58 6,770 62 20,533,000 11,600 1,652,000 15,200 547,400"---' 15,800 707 1,190 13,800 10,000 858 2,1 3,860 1,240
<br />13 8,140 4.2 48 7,340 60 20,507,000 16,900 1,651,000 17,500 547 ,500 ~ 15,300 707 1,340 14,600 9,880 1,290 ,5 4,040 1,620
<br />14 9,120 4,2 51 8,150 60 20,492,000 15,900 1,646,000 17,800 547,600 U 15,000 710 1,500 14,200 10,400 1,310 .3 3,600 2,320
<br />15 9,230 4.8 110 8,920 60 20,477,000 15,600 1,642,000 17,900 547, 700.~ 14,700 710 1,550 13,800 10,600 1,310 .2 3,550 2,040
<br /> ,
<br />16 9,420 6.4 138 9,010 60 20,462,000 15,600 1,639,000 17,700 548,800"""" 14,200 704 1,520 13,400 10,300 1,310 ,2 3,500 1,840
<br />17 9,490 5,2 86 9,220 60 20,446,000 15,600 1,633,000 17,900 548,100 14,600 669 1,370 12,700 10,000 1,360 .2 3,440 1,690
<br />18 8,970 4.5 55 9,170 60 20,442,000 10,700 1,621,000 17,700 548,300 tV 14,500 639 1,370 12, 900 10,000 1,130 .2 3,500 1,720
<br />19 8,180 4,5 34 8;630 60 20,446,000 9,300 1,610,000 14,300 548,500 'Q.: 14,600 628 1,220 13,100 10,100 984 .2 3,550 1,920
<br />20 7,450 5.6 23 7,980 64 20,431,000 16,200 1,613,000 lS,600 tJ4S,600.';" 14,700 629 1,340 13,400 9,700 1,290 ,2 3,410 1,580
<br />21 6,800 6.4 16 7,360 66 20,416,000 17 , 000 1,615,000 15,500 548,600 14,500 620 1,470 13,500 9,820 1,360 ,2 3,500 1,880
<br />22 6,480 5,2 12 6,900 64 20,400,000 15,800 1,615,000 15,700 548,700 14,300 614 1,380 13,300 9,770 1,490 ,2 3,490 1,740
<br />23 6,350 4.5 7.7 6,700 62 20,382,000 16,500 1,616,000 15,500 548,800 13,100 614 1,460 13,400 9,810 1,570 ,2 3,250 1,590
<br />24 6,220 4,5 3.8 6,620 64 20,362,000 16,800 1,617,000 15,600 548,800 13,900 614 1,420 13,000 9,880 1,460 ,2 3,300 1,550
<br />25 6,190 4.5 0.6 6,450 62 20,342,000 14,100 1,615,000 15,800 548,900 14, 000 620 1,180 12,400 10,100 1,260 ,2 3,260 1,870
<br />26 6,;:;80 4.8 0 6,350 62 20,331,000 11, 300 1,615,000 12,100 549,000 13,600 620 1,080 13,100 9,770 1,200 .2 3,300 1,640
<br />27 6,:.A0 4.8 0 6,500 64 20,314,000 17,100 1,618,000 14,400 549,100 12,500 617 1,160 13,300 9,560 1,280 .2 3,410 1,670
<br />28 6,440 4.5 0 6,690 64 20,284,000 20,700 1,631,000 14,200 549,200 11,900 611 1,370 12,500 9,670 1,500 ,3 3,290 2,030
<br />29 6,280 6.0 0 6,640 64 20,262,000 19,100 1,641,000 14,300 549,400 11,700 611 1,460 11,600 9,720 1,410 .3 3,100 1,970
<br />32 ::,100 4.8 0 6,430 64 20,230,000 20,200 1,650,000 14,200 549,400 11,600 608 1,500 11 J 000 9,040 1,350 .3 2,870 1,510
<br />31
<br />i>1eflr. 7,069 5.52 41.1 7,153 75.8 ,-- 15,400 --- 16 220 -- 14 100 672 1,346 13,060 9,746 1 292 .44 3,262 1 344
<br />Acre- ".,,' 329 2,4;:'0 425,700 4,510
<br />f{" et I , . ~, ''}C --- 916,200 --- 965,000 --- 839,200 40,000 80,070 777,100 579,900 76 900 26 194,100 79,970
<br />I--'-'-"__L,__,
<br /> SEDI:,IHT
<br /> ,--
<br />Tons 17 243 600
<br /> 5~8 900 ,
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<br />COLORRDO RIVER RND TRI3UTARIES IN LO~~R 3ASIN
<br />April 1959
<br />
<br />PROVISIONAL RECORDS
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<br />* Furnished by D. S. Bureau of Recla~atlon, besed on powerplant records.
<br />
<br />Lake Mead eva~oration by mass-transfer method during month was 63,100 acre-feet,
<br />equivalent to 5.9 inches.
<br />
<br />~Combined flow of river, Yuma Main Canal wasteway and
<br />Reservation Canal Main Drain No, 4,
<br />
<br />
<br />DOUGLAS D, LEWIS, District Engineer
<br />Tucson, Ari::ona
<br />May 19, 1959
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