Stategies for the Conjunctive Management of Ground and Surface Waters

Stategies for the Conjunctive Management of Ground and Surface Waters - Page 150

TABLE 5.9 Summary Results for Optimal Solution - 7 Reservoir Lower• Bear River! S ystem Reservoir Category ONEIDA AMALGA MILLCREEK AVON Dead Storage 51.97 86.38 14.02 2.57 H000 Ac. ft.) Active Storage 83.73 43.22 56.07 10.26 flOOO Ac. ft.) Total Storage 135.70 129.59 70.09 12.83 ( 1000 Ac. ft.) Storage Cost 1.34 2.11 1.14 0.43 ( Million $) M& I Yield 0. 135.00 4.10 2.50 H000 Ac. ft.) M& I Benefits 0. 10.04 0.31 0.19 ( Million $) Irr. Yield 0. 105.00 19.83 6.00 nOOO Ac. ft.) Ir. Benefits 0. 4.92 0.94 0.28 ( Million $) Hydro Release 185.90 57.20 0.00 0.00 H000 Ac. ft.) Hydroenergy 0.06 0.008 0.003 0.00 ( Million MWH) Hydro Benefits 3.00 0.42 0.15 0.00 ( Million $) Generator Size 8.125 1.125 0.368 0.00 ( Megawatts) Generator Cost 0.63 0.14 0.03 0.00 ( Million $) Net Hydro Benefits 2.37 0.28 0.12 0.00 ( Million S) Recr. Benefits 0.31 1.78 0.61 0.04 ( Million $) Total Benefits 3.31 17.16 2.01 0.51 ( Million $) Total Costs 1.97 2.25 1.17 0.43 ( Million $) Net Benefits 1.34 14.91 0.84 0.08 ( Millions) 138