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Last modified
7/14/2009 5:02:30 PM
Creation date
5/22/2009 7:02:26 PM
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UCREFRP
UCREFRP Catalog Number
7316
Author
U.S. Army Corps of Engineers.
Title
Redlands Dam Fishway Feasibility Study, Gunnison River, Colorado.
USFW Year
1986.
USFW - Doc Type
Walla Walla.
Copyright Material
NO
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• <br />EXECUTIVE SUMMARY <br />This feasibility report developed and evaluated concepts for fish <br />passage facilities at the existing Redlands Diversion Dam on the Gunnison <br />River near Grand Junction, Colorado. Colorado squawfish and razorback <br />sucker are two species that are threatened with extinction in the <br />Colorado River system. The purpose of the facility is to allow these two <br />species to reestablish themselves in a portion of their historic range. <br />However, this facility is considered experimental in nature due to the <br />lack of exact biological criteria for the two species. Therefore, best <br />available biological and technical criteria for Colorado squawfish and <br />razorback sucker, or similar species, were used to evaluate the concepts. <br />From the initial concepts, five alternates were selected for further <br />study. The alternates were evaluated for their biological and technical <br />merit, impacts on Redlands Water and Power Company operations, and <br />construction, operation, and maintenance costs. <br />The recommended alternate (No. lA) is a vertical slot/orifice fish <br />ladder located adjacent to the existing sluice gates. Refer to Plates 6 <br />and 7 for plan and profile views. This ladder has three downstream fish- <br />way entrances and one upstream exit. .This alternate also includes a fish <br />trap, an auxiliary attraction water supply, bar screen at the existing <br />headgates for fish protection, and a trash shear boom upstream to protect <br />the fish ladder. Provisions for an automated trash rake system have been <br />made if trash becomes a severe problem at the bar screen. This alternate <br />was selected because of the effectiveness of its fish entrance location <br />in the main river channel (most likely location for attaining successful <br />fish passage), flexibility of operation to attract and pass fish upstream, <br />and lower initial construction cost. If final design reveals complica- <br />tions with reduced spillway capacity, then a higher cost alternate (No. 1) <br />may be reconsidered. The total design and construction cost of this <br />alternate is $782,900. <br />The recommended alternate is scheduled to be designed in early 1987. <br />Construction of the fishway is scheduled to commence in the fall of 1987 <br />with completion by spring of 1988. <br /> <br />
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