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<br />f >-il' <br /> <br />. <br /> <br />.... <br /> <br />. <br /> <br />. <br /> <br />z~z" <br /> <br />TABLE 7. OPTIMAL SALINI1Y CONTROL COST-EFFECTIVENESS PARAMETERS FOR AGRICULTURAL SALINT1Y CONTROL PRO- <br />G~~S IN THE UPPER COLORADO RIVER BASIN. <br /> <br />Aggregate Function <br /> <br />P. <br /> <br />B <br /> <br /> GRAND VALLEY CANALS -1. 598240E-07 3.535953E-02 <br /> GRAND VALLEY LATERALS -2. U41952E-07 1.1931153E-Ol <br /> GRAND VALLE.Y ON-FARM -3.829764E-07 1.144168E-Ol <br /> LOWER Gm~NISON LARGE 1 -9,352244E-08 2.010311E-02 <br /> CANALS 2 -1.147490E-07 3.212852E-02 <br /> LOWER GUNNISON SMALL -2.395381E-05 2.743582E-Ol <br /> CANALS 3 <br /> LOWER GU~mISON LATERALS -2.196342E-07 6.534075E-02 <br /> LOWER GUNNISON ON-FARM -3.506144E-07 1. 157612E-Ol <br /> UINTAH CANALS4 -1.114302E-07 2.081652E-02 <br />.... <br />1ft UINTAH LATERALS -4.5886l2E-07 4.888924E-02 <br /> UlNTAfI ON-PAlm -l.049461E-06 L173295E-Ol <br /> PRICE-SAN RAPAEL- .1. -l.021021E-07 1. 896152E-,02 <br /> MUDDY CREEK CANALS ' <br /> PRICE-SAN RAPAEI.- -1. 773487E-07 3.75273IE-02 <br /> MUDDY CREEK LATERALS <br /> PRICE-SAN RAFAEL ON-FARM -2.521342E-06 1. 264985E-01 <br /> McELMO CREEK CANALS4 -4.794219E-07 1. 739172E-02 <br /> McELMO CREEK LATERALS -2.345824E-07 8.0J3428E-"<J2 <br /> McELMO CREEK ON-FARM -3.101057E-06 L 183871E-Ol <br /> BIG SANDY ON-PARM -1. 676666E-06 1. 171796E-Ol <br /> <br />eCc) (jC<;) Estimated Total Existing <br />Attainable Estimated <br />dS, dS! . Salt Load Salt Load <br />max mln Reduction Contribution <br /> fo1gm Mgm <br />218.89 26.99 110,000 142,100 <br />22.70 5.87 140,900 203,200 <br />143.40 8.74 225,000 284,700 <br />887.71 21. 58 116,200 220,000 <br />881.71 16.90 152,600 220,000 <br />Ill. 41 5.35 8,860 14,250 <br />128.47 7.22 174,600 232,700 <br />146.53 8.64 250,900 333,000 <br />686.52 "6.66 119,700' 181,300 <br />196.10 25.30 62,250 101,400 <br />148.32 8.52 85,000 112,300 <br />205.99 52.58 62,000 89,900 <br />48.79 ~2.22 43,900 63,550 <br />24.17 8.44 39,000 56,550 <br />635.33 20.26 21,100 31,560 <br />13.05 12.45 8,000 12,000 <br />149.45 8.45 29,100 41,500 <br />216.10 8.53 56.000 77,200 <br />load reduction of about 70,000 folgm <br /> <br />1 No winter water in canals, including an estimated annual salt <br />2 With winter water in canals <br />3 I tI 0 4 3/ . 1 t . . . d' <br />. Jess Ian . m S 10 e capaclt.y dlvertJog lrectly from the rivers and streams <br />4 Includes most of major laterals <br /> <br />#-~' <br />