|
<br /> . ~
<br /> cV'
<br />$'
<br /><
<br />.
<br />,...
<br />I
<br />'?'
<br />V\
<br />V\ Future
<br /> flood way
<br /> Year f1,,"s at
<br /> Arte sia
<br /> 1
<br />
<br />Table 1. Estimated ""ter salvage based on period 1938 through 1953
<br />~OO cfs channel (Unit - acre-feet)
<br />
<br />Pecos River effective
<br />1 nc,,_ at dam ~H". lie, 3
<br />Future I Adopted
<br />(conveyance i flo\olS for
<br />i channel I pre~ent
<br />i flows ,conditions,
<br />-r
<br />i
<br />
<br />I Future
<br />; floodway
<br />10sse s
<br />Arte s ia
<br />to
<br />Hc!':Hlan
<br />
<br />2
<br />
<br />3
<br />
<br />4
<br />
<br />.
<br />
<br />. 1
<br />
<br />6
<br />
<br />7
<br />
<br />5,180
<br />10,520
<br />7,500
<br />172,800
<br />4,190
<br />830
<br />6,500
<br />6,870
<br />9,570
<br />5,830
<br />8 170
<br />
<br />3,300
<br />3,280
<br />3,230
<br />2,580
<br />3,220
<br />3,270
<br />3,210
<br />3,290
<br />3,340
<br />3,330
<br />3 330
<br />
<br />4,250
<br />4,230
<br />4,170
<br />3,320
<br />4,140
<br />4,210
<br />3,510
<br />2,4l0
<br />4,180
<br />1,820
<br />4270
<br />
<br />Estimated water salvage
<br />Artesia to McMillan Reservoir
<br />I Conveyance I Reduced transpiration'
<br />i channel and Lowered I
<br />,floodway water' Cleared
<br />; (1,L2-3-4) table
<br />i
<br />
<br />Total
<br />
<br />8
<br />
<br />,...
<br />o
<br />
<br />1938
<br />1939
<br />19/,0
<br />1941
<br />1942
<br />1943
<br />1944
<br />1945
<br />1946
<br />1')47
<br />1948
<br />1949
<br />1950
<br />1951
<br />1952
<br />1953
<br />TOTAL !
<br />~-::,J
<br />
<br /> I , , I , i , , , I ,
<br />30 204,500 205,370 I 7,000 12,660 i 3,220 4,230 20, no
<br />90 157,100 160,700 I 5,250 I 8,840 : 3,350 , 4,320 16,510
<br /> , ! ,
<br />0 118,300 112,400 0 ; 5,900 I 3,300 I 2,780 i 11,980
<br /> , 9,370 J
<br />80 99, 800 90,430 280 I 3,270 I 2,500 ! 15,140
<br />80 73..700 66.30.0 1.40.0 I 7.980 3.300 2,860 14.:Jf+0
<br />20 2,671,800 3,322,230 90,380 I 282,710 J 51,820 I 57,200 , 391,730
<br />70 166.990 207 640 5.650 3 . 2/+0 I 3.580 i 24.490
<br /> 17,670 ,
<br />- . . .
<br />
<br />4.L80
<br />28;500
<br />12,100
<br />786,520
<br />139,080
<br />340
<br />o
<br />o
<br />2,600
<br />o
<br />9,420
<br />20,5
<br />17,6
<br />
<br />2
<br />1..2:
<br />1,023,5
<br />6:3,,9
<br />
<br />155-400
<br />146;800
<br />152,400
<br />493,200
<br />328,500
<br />165,900
<br />142,100
<br />106,300
<br />131,600
<br />86,200
<br />110 000
<br />
<br />151. 700
<br />156; 630
<br />153,400
<br />1,061,400
<br />450,630
<br />165,070
<br />135,600
<br />99 L>30
<br />123;630
<br />80,370
<br />109 170
<br />
<br />3,000
<br />8,150
<br />3,600
<br />45,520
<br />12,760
<br />340
<br />o
<br />o
<br />1,000
<br />o
<br />2 080
<br />
<br />5
<br />
<br />12,730
<br />18,030
<br />14,900
<br />178,700
<br />11,550
<br />8,310
<br />13,220
<br />12,570
<br />17,090
<br />10,980
<br />15 770
<br />
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