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Show Optimal Solution Table 7.9 Jordan River System - Demand= 120,000 Ac- ft/ yr Treatment Storage Total Unit Yield Cost Storage Cost Cost Cost RESERVOIR ( 103 Ac- ft) ($) ( 103 Ac- ft) ($) ($) 1 ;$/ Ac- ft) CITY CREEK 3.713 124934. .453 234296. 359230. 96.75 RED BUTTE CR. .000 0. 0.000 0. 0. .00 EMIGR. CREEK .000 0. 0.000 0. 0. .00 LITTLE DELL .415 13964. .033 18158. 32122. 77.40 MTN. DELL 6.843 230249. 3.188 0. 230249. . 33.65 MILL CREEK .000 0. 0.000 0. 0. .00 B. COTTONWOOD 37.888 5099380. 22.834 6973326. 12072707. 318.64 L. COTTONWOOD 33.332 1121546. 15.317 7192779. 8314325. 249.44 GROUNDWATER 37.798 < L mi £ L 1501905. 3 « 4 TOTAL 119.989 « 295Q3, 4Q,$ 7$ 14418560. 22510537. 187.61 0.5 0.4 J 1 £ 0.31 o 0.2- 0.1- 0.0 -*- D= 120,000 •*- D= 60,000 f • •• r 10 15 20 year i f - H, 25 40 Figure 7.2 Surface water yield failures ( qfy) for Jordan River System 174 |