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<br />
<br />UNITED STATES
<br />DEPARTMENT OF THE mrERIOR
<br />GEOLOOICAL SURVEY
<br />
<br />COLORADO RIVER AND TRIBurARIES rn LOWER BASIN
<br />January 1962
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<br />V-
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<br />00il18
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<br />PROVISIONAL RELEASE
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<br /> Colorado Colorado Colorado Diversions bet~een Colorado Diversions at
<br /> Colorado Paria Little Colorado Virgin River La"" River Havasu River Parker and Bl h, River Imperial Dam Colorado
<br />Da'e River River Colorado River River lake Mead belo~ Mohave belo~ Lake below Colo. R. Palo below All Gila Gila River Pilot
<br />Jon. La.. La.. River Grand Little- Usable Roovel' Usable Davis Usable Parker Indian Verde Cibola American Gravity River below Knob
<br /> Ferry Ferry Cameron Canyon field Contents Dem Contents Dem Contents Dem Re,. Canal Valley Canal Canal Do~ Yuma Return
<br /> . t
<br /> ,r, ,r, ,re or, ,r, acre-ft ,r, acre-ft or, acre-ft ,r, ,r, ,r, or, or, or, ,r, or, or,
<br />1 6,000 6 0 , 5,820 176 18,029,000 3,900 1,677,000 5,970 538,700 4,200 377 544 4,340 3,240 200 5.7 1,100 1,6&:>
<br />2 5,790 6 0 6,08:> 176 18,029,000 6,360 1,671,000 8,660 536,800 4,700 374 654 4,450 3,620 571 5.7 737 1,920
<br />3 5.610 7 0 5.940 17"' 18,029,OOQ 7,070 1,665,000 9,Oeo 538,fc.o 4,940 377 691 4,38:) 3,600 594 5.8 715 1,540
<br />4 5,530 9 0 5,730 17"' 18,025,000 6,540 1,659,000 9,260 541,&:10 4,5&J 177 870 4,490 2,,40 719 5.8 2,020 230
<br />5 5,530 11 0 5,710 181 18,023,000 6,510 1,652,000 9,210 543,000 5,400 377 755 4,560 2,830 738 5.8 1,990 '79
<br />6 5,670 ,2 0 5,750 163 18,023,000 6,400 1,64-9,000 8,140 546,300 5,540 376 829 4,3&:l 3,970 545 5.9 942 1,200
<br />7 5,530 17 0 5,880 163 18,027,000 5,000 1,646,000 6,460 545,800 5,700 380 787 4,890 4,:190 471 6.9 847 1,200
<br />8 5,360 41 0 5,880 174 18,021,000 7,710 1,647,000 7,430 545,200 5,660 382 837 5,320 4,440 572 6.8 824 1,210
<br />9 5,500 41 0 5,820 181 18,020,000 7,730 1,650,000 7,250 547,000 5,510 389 80'\ 5,450 4,330 609 6.5 829 1,200
<br />10 5,730 31 0 6,010 169 18,010,000 9.,660 1,650,000 6,930 544,000 6,200 388 980 5,270 4,500 641 6.1 792 1,3&:1
<br />11 6,320 3 0 6,420 ,60 17,994,000 12,100 1,657,000 7,170 541,800 6,120 385 1,020 5,320 4,840 696 5.8 793 1,310
<br />12 5,410 8 0 6,620 169 17,976,000 ll,eco 1,663,000 7,260 539,500 6,080 ,\86 972 5,780 4,610 624 5.9 1,880 367
<br />13 4,950 9 0 5,510 160 17,978,000 6,890 1,662,000 7,280 541,800 7,460 128 1,030 5,68::> 4,920 525 5.9 tm 1,0Ba
<br />,4 4,960 9 0 5,650 163 17,983,000 5,890 1,661,000 5,670 540,900 5,550 0 884 6,090 5,000 430 5.9 825 1,250
<br />15 4,930 5 0 5,340 167 17,971,000 10,600 1,669,000 6,540 535,900 1,170 0 838 6,58:> 4,650 8,\6 5.8 813 1,350
<br />,6 5,010 5 0 5,640 158 11,964,000 9,470 1,667,000 9,420 529,700 8.260 0 997 6,160 4,490 902 5.8 814 1,360
<br />17 4,850 10 0 5,700 156 17,954,000 9,090 1,666,000 9,550 527,600 7,730 0 1,020 6,740 4,800 736 7.1 893 1,660
<br />,8 4,500 10 0 5,530 156 17,950,000 8,420 1, 66J.,OOO 9,490 526,100 7,730 0 905 7,550 5,610 7,", 6.1 916 2,230
<br />'9 ,4,3&J 10 0 5,250 ,60 17,942,000 8,860 1,658,000 9,530 526,100 I 7,220 0 831 7,420 6,020 91lJ 5.8 886 2,110
<br />20 4,550 14 0 5,040 178 17,937,000 6,190 1,652,000 9,690 529,200 6,6&J 0 809 7,310 6,130 882 5.8 957 1,900
<br />21 4,930 25 12 5,220 207 17,941,000 4,510 1,649,000 6,430 531,400 . 6,200 0 818 6,190 6,350 7'12 5.8 998 2,180
<br />22 5,850 2,\ 17 5,82.0 200 17,930,000 11,300 1,653,000 9,370 534,400 5,550 0 911 6,3&J 5,810 768 5.8 937 1,730
<br />23 6,030 20 5.2 6,520 165 17,920,000 8,850 1,652,000 9,340 539,100 4,900 0 876 5,750 5,750 654 5.8 931 1,920
<br />.4 6,000 14 7.5 6,7eo 16,\ 17,912,000 8,550 1,650,000 9,310 546,300 4,550 0 799 5,620 5,840 281 6.6 1,020 2,730
<br />25 6,320 13 3.7 6,740 165 17,908,000 8,320 1,647,000 7,660 555,400 3,100 0 633 5,520 5,460 16'\ 6.6 1,030 3,460
<br />26 6,640 10 .9 6,910 167 17,901,000 8,830 1,654,000 4,98::> 557,900 5,700 27 6'15 4,990 5,050 150 6.'\ 924 3,470
<br />Z7 6,670 16 .5 7,060 165 17,903,000 6,1170 L,659,OOO 4,500 562;200 3,050 1'\6 699 3,900 4,660 ,82 6.,\ 861 3,170
<br />28 6,440 '9 0 7,050 167 17,908,000 3,910 1,657,000 4,370 564,200 3,140 207 615 3,.710 3,330 241 6.9 8eO 1,160
<br />29 6,130 20 0 6,770 163 17,906,000 8,520 1,663,000 4,450 565,900 3,050 266 606 3,630 3,110 385 7.1 88,\ 1,300
<br />30 5,880 22 0 15,430 154 17,905,000 8,600 1,670,000 3,880 567,300 3,08:> 315 662 3,570 3,110 481 6.5 887 1,030
<br />3' 5,730 23 0 6,200 156 17,901,000 8,68J 1,68l.,000 3,500 566,700 3,500 319 781 3,390 3,500 388 6.5 904 1,020
<br />..,,'" 5,572 15.1 1.51 6,021: 169 --- 7,03'\ --- 7,3<1.0 --- 5,427 192 809 5,336 4,528 562 6.16 99'\ 1,617
<br />Acre- >70
<br />feet 342 600 930 93 370,700 10,370 --- 481,600 --- 451,800 --- 333.700 11,830 49.770 ,.8 100 278 400 '4.s1lJ 61 060 99,420
<br /> SED","",
<br />Tons I 688,900 --- I --- I 174,15C
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<br />* Furnished by U. S. Bureau of Reclamation, based on powel'plant recOl'ds.
<br />Lake Mea.d evaporation by mes-transfer method d.uring month ",as 50,600 8.t:l'e-!eet, eQ.uivalent to 5.2 inches.
<br />
<br />t Combined flow of river, Yuma Main Canal ....asteway and
<br />Reservation Canal Main Drain No.4.
<br />
<br />DOUGLAS D. LEWIS, District Engineer
<br />Tucson, Arizona
<br />February 13, 1962
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