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Last modified
7/14/2011 11:11:14 AM
Creation date
9/30/2006 10:09:56 PM
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Publications
Year
2000
Title
SECWD/Arkansas Basin Preferred Storage Options Plan Final Draft Report
Author
GEI Consultants, Inc
Description
SECWD/Arkansas Basin Preferred Storage Options Plan Final Draft Report
Publications - Doc Type
Water Resource Studies
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<br />Final Draft - Pr.eferred Storage Options Plan <br />Southeastern Colorado Water Conservancy District <br />June 8, 2000 <br /> <br />. Storage efficiency (projects with low evaporation and conveyance losses are more <br />efficient) <br /> <br />The Turquoise Lake enlargement and the Pueblo Reservoir enlargement were judged to have the <br />best performance in terms of the above-noted factors. Re-operation would provide similar <br />benefits in comparison to the Turquoise and Pueblo enlargements; however, re-operation does <br />not provide firm storage space. Turquoise Lake is located high in the basin; therefore, it can <br />effectively serve a large number of potential users and is subject to lesser rates of evaporation. <br />Although lower in the Basin, the Pueblo Reservoir enlargement provides significant operational <br />flexibility and better storage efficiency than all other options except the Turquoise Lake <br />enlargement. Storage in gravel lakes provides flexibility and fairly good storage efficiency; <br />however, individual gravel lakes projects are small (probably less than 3,000 at) and will not <br />provide significant operational flexibility for meeting regional water management objectives. <br />The lowest ranking storage options, in terms of water supply performance, are the Lake Meredith <br />enlargement and Williams Creek Reservoir. The primary drawbacks to the Lake Meredith <br />enlargement are relatively higher rates of evaporation and potentially high conveyance losses <br />which decreased storage efficiency. The location of Williams Creek limits the reservoir filling <br />opportunities and effectiveness in meeting the water storage objectives of entities other than <br />CSU. <br /> <br />4.2 Stream Flow and Water Quality Impacts <br /> <br />Projected changes to stream flows at key locations on the Arkansas River for various alternative <br />project developments are documented in Section 3.4. In general, each alternative would have <br />about the same effect on historic stream flows with increased average flow during the months <br />of May, June, and July and, depending on locations along the river, somewhat higher flows to- <br />somewhat lower flows in the August through April period. At the Wellsville gage, the average <br />flow in June may increase by up to 250 cfs. The modified flows will, on average, exceed the <br />minimum stream flows recommended by the Colorado Department of Natural Resources (250 <br />cfs throughout the year and 700 cfs from July I through August 15). As described in detail in <br />the Modeling Report, a significant amount of stream flow data have been generated for various <br />gaging station locations. These data are available to the resource agencies and interested public, <br />so that changes in stream flow from historic levels can be examined by month for a model <br />simulation period from 1966 to 1995. <br /> <br />Preliminary assessments were made of potential water quality impacts that may be expected with <br />implementation of the storage options and the alternatives described in Section 3. Qualitative <br />assessments were made relative to lake eutrophication, lake stratification, salinity, nutrients, and <br />metal loadings in the reservoirs and Upper Arkansas River. A simplified mass-balance model <br />of the Lower Arkansas River was used to assess potential salinity and selenium impacts. <br /> <br />m GEl Consultants, Inc. <br /> <br />4-2 <br /> <br />J:\PROJECTS\9906I\Reporu\Prcfand SOP FinaI,wpd. <br />
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