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FLOOD02168
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Last modified
1/25/2010 6:23:36 PM
Creation date
10/4/2006 10:40:43 PM
Metadata
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Template:
Floodplain Documents
County
Gunnison
Community
Uncompahgre Valley
Basin
Gunnison
Title
Uncompahgre Valley Reclamation Project - Hydropower - Part 4 - Scoping Report Gunnison River Contract
Date
1/1/1990
Floodplain - Doc Type
Project
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<br />whatever profit they have built into this project. Is the <br />project really needed by the water users; the livelihood of <br />farmers will be compromised as well as that of the Gunnison <br />River. <br /> <br />RESPONSE: The Gunnison River is one of the few major fisheries <br />in the State that is considered a wild trout fishery; it is not <br />maintained by stocking. The CDOW has done an extensive study of <br />trout reproduction in the river and has concluded that project <br />flow changes would not adversely affect this situation. Habitat <br />conditions with the development alternatives would not be <br />optimum, nor are they optimum under the no-action alternative. <br /> <br />Temperatures would increase during the summer, especially in the <br />North Fork to Austin reach of the river. However, closely <br />examining the flow tables in the EIS shows that flow changes, and <br />therefore temperature changes, are the least during the summer <br />because the Tunnel is at or near capacity for irrigation, <br />particularly during dry years. Please see the index of comments <br />and responses for additional information on fisheries. <br /> <br />Flows under the no-action alternative differ from actual gauge <br />data on the Gunnison River; this phenomenon occurs for several <br />reasons. The no-action flows are simulated flows that consider <br />the operation of the Aspinall Unit. Simulated flows were used <br />for the hydrologic analysis on this project because not a long <br />enough post-Aspinall record period exists for meaningful <br />comparison. Simulated flows are necessary to determine both <br />post-project flows and water availability for hydropower and to <br />present an accurate prediction of impacts. Errors in actual flow <br />tables (see attachment B) were also found in the DEIS and have <br />been corrected. <br /> <br />The no-action flows sometimes differ from actual flows even when <br />the Aspinall Unit was operating. This phenomena occurs for <br />several reasons. Filling Blue Mesa Reservoir accounts for major <br />differences for several years beginning in October 1965, as do <br />the construction and filling of Morrow Point and Crystal <br />reservoirs (which ended in the mid-1970's). <br /> <br />It is not possible to make a valid short-term comparison between <br />the simulated operation and the actual or historical operation of <br />the Aspinall Unit. Many factors that affect the actual operation <br />of the unit, such as power system emergencies, downstream water <br />demands that vary from month to month and year to year, errors in <br />forecasting inflows, and operator judgment cannot be simulated by <br />the computer operation model to match identical flow conditions <br />for a given year. However, the model is extremely useful in <br />showing longer term trends and is considered accurate in <br />predicting the frequency of low flows. <br /> <br />Studies of the Uncompahgre River, including historical accounts, <br />indicate that the potential for erosion is high under existing <br /> <br />P-15 <br />
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