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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />6.2.4 2,900 Acre-Foot Pool <br /> <br />6.2.4.1 Scenario 1: Denver Water. Scenario 1 consisted of the use of junior water rights as <br />inflow to Chatfield Reservoir and the Denver drought contingency demand with a 2,900 acre- <br />foot allocation pool. The desired demand was met 83.4 percent of the time during the simulation <br />and resulted in an average increase in lake elevation of 1.53 feet. During the summer months the <br />average lake increase was 1.57 feet. Figures II-A, 1l-B, 1l-C and 11-D show the detailed <br />results of the simulation. <br /> <br />Figure 11-E indicates that this scenario would result in a water surface elevation approximately <br />1 S feet higher for approximately 50 percent of the days during the study period as compared to <br />the baseline condition with no reallocated storage <br /> <br />6.2.4.2 Scenario 2: Central. Scenario 2 consisted of the use of junior water rights as inflow to <br />Chatfield Reservoir and the Central Colorado Water Conservancy District's augmentation <br />requirements with a 2,900 acre-foot allocation pool. The desired demand was met 32.3 percent <br />of the time during the simulation and resulted in an average increase in lake elevation of 0.40 <br />feet. During the summer months the average lake increase was 0.73 feet. Figures 12-A, 12-B, <br />12-C and 12-D show the detailed results of the simulation. <br /> <br />Figure 12-E indicates that this scenario would result in only relatively minor increases in <br />Chatfield Reservoir water surface elevations over the study period. <br /> <br />6.2.4.3 Scenario 3: Greenway and Littleton. Scenario 3 consisted of the use of junior water <br />rights as inflow to Chatfield Reservoir and the release of stored water to meet minimum <br />streamflow requirements with a 2,900 acre-foot allocation pool. The desired demand was met <br />83.2 percent of the time during the simulation and resulted in an average increase in lake <br />elevation of 0.69 feet. During the summer months the average lake increase was 0.93 feet. <br />Figures 13-A, 13-B, 13-C and 13-D show the detailed results of the simulation. <br /> <br />Figure 13-E indicates that this scenario would result in only relatively minor increases in <br />Chatfield Reservoir water surface elevations over the study period. <br /> <br />6.2.4.4 Scenario 4: South Metro (M&I and Conjunctive Use). Scenario 4 consisted of the <br />use of junior water rights from the South Platte and Blue Rivers along with reusable effluent as <br />inflow to Chatfield Reservoir and the South Metro demand with a 2,900 acre-foot allocation <br />pool. Since the demand was previously modeled by South Metro's consultant as a function of <br />available storage, the true percentage that the demand was met is not available. The simulation <br />resulted in an average increase in lake elevation of 1.42 feet. During the summer months the <br />average lake increase was 1.16 feet. Figures 14- A, 14- B, 14-C and 14- D show the detailed <br />results of the simulation. <br /> <br />P:\Data\GEN\CWCB\Chatfie ld\Report 12.02\RevisedChatReport I 03\Report2-03 .doc <br /> <br />17 <br />