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<br /> :1:11.1:H..I;; fW;-:5--
<br /> ESTIMATED FLOW OF RIO GRANDE AT ALA.'\IOSA, COWRADO
<br /> DrIDER VARIOUS ASSillJED CONDITIONS
<br /> Compiled by R. J. Tipton
<br /> - - - - - - - - - - - - -
<br />;<i';{'~ Values in 1000 Aore Feet January, 1935
<br />-..',-,,', I Under ~resent' Under rroposed (a)
<br />",,-t_ Year , Difference , Cumulative Differenoe
<br /> ' Conditions ' Reservoir Develop. , 'No Drainage' With Assumed 50,000
<br /> , Reoovery , Ft. Annual Drainage
<br /> ~5) Re 0 overy
<br /> ~O I (2) (3) (4) (6)
<br /> 1 0 280 89 -191 -191 -1.4I
<br /> 91 , 87 -213 -404 -304
<br /> 300
<br /> 9~ I 145 80 -65 -469 -319
<br /> 93 , 65 81 +16 -433 -2~3
<br /> 94 ' 75 85 +10 -443 -193
<br /> 95 I
<br /> 170 90 -80 -523 -223
<br /> 96 , 105 86 -19 -542 -192
<br /> 97 I
<br /> 223 96 -127 -669 -269
<br /> 98 ,
<br /> 345 81 -264 -933 -483
<br /> 99 I 84
<br /> 60 % -909 -409
<br /> 1900 I 81 -39 -948
<br /> 01 I 120 -398
<br /> 100 80 -20 -968 -368
<br /> 02 I 83 453 -915 -285
<br /> 30
<br /> 03 , 80 -195 -11l0 -430
<br /> 04 I 275
<br /> 50 89 +39 -1071 -341
<br /> 05 , ,
<br /> 365 83 -282 -1353 -573
<br /> 06 I I
<br /> 340 90 -250 -1603 -773
<br /> 07 , I
<br /> 500 91 -409 -2012 -1l32
<br /> 08 I 104
<br /> 145 -41 -2053 -1l23
<br /> 09 , ,
<br /> 310 287 -23 -2076 -1096
<br /> 1910 , I
<br /> 190 230 +40 -2036 -1006
<br /> 1l , 320 I
<br /> 370 -50 -2086 -1006
<br /> 12 I 400 314 -86 -1042
<br /> -2172
<br /> 13 I 98 -17
<br /> 14 I 115 145 -2189 I -1009
<br /> 2L~5 -100 -2289 I -1059
<br /> 15 , f 148
<br /> 200 -52 , -2341 -1061
<br /> 16 I 322 +12 I -2329
<br /> 310 -999
<br /> 17 I 412 369 -43 ,
<br /> -2372 -992
<br /> 18 I 130 86 -44 , -2416 -986
<br /> 19 ,
<br /> 232 150 -82 , -2498 -1018
<br /> 1920 , Lf50 443 -7 '-2,505
<br /> -975
<br /> 21 , 630 479 -151 , -2656 -1076
<br /> 22 ' 380 463 +83 , -2573 -943
<br /> 23 , 240
<br /> 250 -10 , -2583 -903
<br /> 24' 400 319 -81 , -2664 -934
<br /> 25 ' 120 93 -27 , -2691 -911
<br /> 26 , 200 109 -91 , -2782 -952
<br /> 27 , 320 368 +48 I -2734 -854
<br /> 28 I
<br /> 240 171 -89 , -2803 -873
<br /> 29 , 240 278 +38 , -2765
<br /> 1930 I -785
<br /> 160 77 -83 I -2848 -818
<br /> 31 , 74 -+4 , -2844 -764
<br /> 70
<br /> 32 I 180 84 -96 , -2940 -810
<br /> 33 I ~ 69 -11 , -2951
<br /> -2~._'_. -771
<br /> 70 +10 29l:..l -'j']]
<br /> Means 230 165 -65 -15
<br /> a In addition to non-storable water, ,000 Ao. ft. assumed to pass lamosa.
<br /> r .., r. f', f
<br /> -:' ., 4 (;J'..
<br /> -19-
<br />
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