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WSP09218
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Last modified
1/26/2010 2:52:02 PM
Creation date
10/12/2006 3:31:46 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.765
Description
Little Snake River General
State
CO
Basin
Yampa/White
Water Division
6
Date
7/31/1990
Author
Western Water Consul
Title
Final Report on Little Snake River Depletions by Pot Hook - Three Forks - and Powder Wash Rights
Water Supply Pro - Doc Type
Report/Study
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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 />On~~.,.. <br />:.1:.> v,,) <br /> <br />The conditional water right amount for the Powder Wash Power Plant call for 800 <br /> <br />c.f.s. to be supplied by the Little Snake River and Little Snake Reservoir storage releases. <br /> <br />However, a constant demand of 800 c.f.s. could be met only part of the time during the <br /> <br /> <br />1930-82 period as Little Snake Reservoir inflows average only 430 c.f.s. As with the Three <br /> <br /> <br />Forks project, a firm yield study of the Little Snake Reservoir was performed. For the <br /> <br /> <br />initial Scenario No.3 run, a constant power release demand of 225 c.f.s was evaluated. <br /> <br /> <br />The initial run with a 225 c.f.s. demand showed this demand was not met about 16 <br /> <br />percent of the time. Therefore, additional runs were performed with lower demands until <br /> <br />these demands were met. The last WIRSOS run made utilized a demand of l50 c.f.s. <br /> <br />This power release demand was met about 99 percent of the time. The results of this run <br /> <br />were used to determine the incremental impact of Powder Wash Project upon the flows <br /> <br />at Lily, Colorado. <br /> <br />The Scenario No.3 flows at Lily are presented in Table D.12. Average annual <br /> <br />flows at Lily for Scenario No.3 were calculated to be 203,099 acre-feet. A comparison <br /> <br />between Scenario No.3 flows and Scenario No.2 flows is presented in Table D.13. <br /> <br />Average annual flows at Lily for Scenario No. 3 are 7,307 acre-feet lower than the <br /> <br />Scenario No.2 flows. The primary reason for this reduction is the increased evaporation <br /> <br />from the reservoir water surface. However, it is important to note that flows at Lily would <br /> <br />be higher during the winter and late summer than WDB flows with the Powder Wash <br /> <br />Project in operation. These comparisons are shown on Figures D-21 through D-25. <br /> <br />Comparisons of Scenario No.3 with the WDB are shown on Table D-14. <br /> <br />41 <br />
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