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Show Table 13 Optimal Solution - Jordan River System « Demand= 60, 000 Ac- ft/ y r Treatment Storage Total Unit Yield Cost Storage Cost Cost Cost RESERVOIR ( 103 Ac- ft) ($) ( 103 Ac- ft) ( $ ) ($) 1 [$/ Ac- ft) CITY CREEK .617 21595. 0.000 0. 21595. 35.00 RED BUTTE CR. .000 0. 0.000 0. 0. .00 EMIGR. CREEK .000 0. 0.000 0. 0. .00 LITTLE DELL .325 11375. .060 32917. 44292. 136.28 MTN. DELL 5.250 183750. 3.208 0. 183750. 35.00 MILL CREEK .000 0. 0.000 0. 0. .00 B. COTTONWOOD 5.691 796740. .290 194923. 991663. 174.25 L. COTTONWOOD 8.753 306355. 1.799 1752571. 2058926. 235.23 GROUNDWATER 39.353 ( L m ( L 1594168. 40.51 TOTAL 59,989 1319815. 5,957 1980411. 4894394. § 1.59 - Table 7.4 Optimal Solution - Jordan River System - Demand= 80,000 Ac- ft/ y r Treatment Storage Total Unit Yield Cost Storage Cost Cost Cost RESERVOIR ( 103 Ac- ft) ($) ( 103 Ac- ft) ( $ ) ($) I ;$/ Ac- ft) CITY CREEK .135 4725. 0.000 0. 4725. 35.00 RED BUTTE CR. .000 0. 0.000 0. 0. .00 EMIGR. CREEK .000 0. 0.000 0. 0. .00 UTILE DELL .325 11375. .060 32917. 44292. 136.28 MTN. DELL 5.250 183750. 3.208 0. 183750. 35.00 MILL CREEK .000 0. 0.000 0. 0. .00 B. COTTONWOOD 25.548 3576720. 13.162 4440048. 8016768. 313.79 L. COTTONWOOD 9.358 327530. 2.090 1934755. 2262285. 241.75 GROUNDWATER 39.373 EL .000 1L 1597071. 40.56 TOTAL 79.989 4104100. 19.120 64Q7721, 12108892. 151.38 168 |
