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WSP11761
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Last modified
1/26/2010 3:18:46 PM
Creation date
10/12/2006 5:09:21 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8441.400
Description
Colorado Big Thompson Project - Reports
State
CO
Basin
South Platte
Water Division
1
Date
4/1/1987
Title
Joint-Use Reservoir and Green Mountain Exchange Projects - Summary Report
Water Supply Pro - Doc Type
Report/Study
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<br />o <br />C) <br />c-" <br />(1) <br /> <br />The model Incorporates over 800 major diversion structures each having an aggregate water <br /> <br />right greater than 5 cubic feet per second (cfs). This ac.counts for more than 90 percent of the total <br /> <br />diversions in the basin. The total number of water rights associated with these structures is <br /> <br /> <br />approximately 1600. All existing major reservoirs are simulated in the model. These include Lake <br /> <br /> <br />Granby, Willow Creek, Green Mountain, Williams Fork, Dillon, Homestake, and Ruedi Reservoirs. <br /> <br />Other reservoirs such as Shadow'Mountain Reservoir and Grand Lake were excluded from the model <br /> <br /> <br />simulations because of their relatively small impact on streamflows. <br /> <br />CJI <br /> <br />Utilizing BESTSM, a reservoir operation analysis was performed to estimate the firm annual <br />yields of the proposed reservoirs. Firm annual yield is defined for the purpose of this study as the <br />quantity of water that can be supplied every year without any shortage during the study period of <br />1951 through 1983. This Study period includes the two significant drought periods of 1954-1956 <br />and 1977. Through drought frequency analysis, it was estimated that the 1954-1956 drought would <br />occur in the study area once in 50 to 100 years while the 1977 drought would occur in the study area <br />.once in 30 to 50 years, depending on location of the stream. Accordingiy, the firm annual yield <br />presented in this report indicates the amount of water that can be supplied during these two drought <br />periods. <br /> <br />WATER YIELD FOR RESERVOIRS AND RESERVOIR COMBINATIONS: Firm annual yields <br /> <br /> <br />for the six reservoirs, selected and for the four representative combinations of reservoirs are <br /> <br />presented in Table S.1. The firm annual yield estimates were based on a projected high future-level <br /> <br />of water development in the basin with two different Green Mountain operating conditions. <br /> <br />The high future-level of water development anticipates increased diversions by existing <br /> <br /> <br />transmountain diversion systems which are not presently operating at their full capacity, and an <br /> <br />approximately 60 percent increase in in-basin use over the present use. The first Green Mountain <br /> <br /> <br />Reservoir operating condition assumes that the Reservoir would continue to operate as originally <br /> <br /> <br />prescribed in Senate Document No. 80. The second condition assumes that the pumpback system <br /> <br /> <br />from Green Mountain Reservoir to Dillon Reservoir and the associated water exchange arrangement <br /> <br />would be in operation. <br /> <br />Some of the proposed reservoir sites are in effect alternative locations for regulating the <br /> <br />same water. When more than one reservoir is added in the upper portion of the basin, the yield of <br /> <br />the combination of reservoirs is less than the sum of the yields of individual reservoirs, <br /> <br />6 <br /> <br />,> <br /> <br />" <br />"," <br /> <br />, <br /> <br />""'1 <br /> <br />, I <br />
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