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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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• B. General Description of Preliminary Alternatives. <br />1. The nine alternates reviewed at the scoping meeting are <br />described in the following paragraphs. Refer to Plate 2 for sketches of <br />the nine alternates, A through I. <br />2. Alternate A, Experimental Ladder. <br />A short, experimental ladder could be located near the <br />existing sluice gates. This ladder would consist of three or four pools, <br />a fish trap, and mechanical equipment to lift fish from the trap to the <br />upstream side of the dam. Also, louvers would be placed upstream of the <br />existing headgates to prevent fish passage into the power canal. <br />3. Alternate B, Right Abutment Ladder. <br />A vertical slot/orifice type ladder could be located around <br />the right abutment of the diversion dam. A siphon pipe would carry water <br />from the upstream side of the dam. The quantity of water, regulated by a <br />valve, would provide the proper fish attraction conditions. This alter- <br />nate also provides louvers at the existing power canal headgates. <br />4. Alternate C, Two Left Bank Ladders with Fish Passim Through <br />Power Canal and HeadQates. <br />Two Denil fish ladders could be located downstream of the <br />existing sluice gates in the left bank. These ladders would provide fish <br />passage into the power canal. The upstream ladder would operate when the <br />existing sluice gates were not open. Under these flow conditions, the <br />fish would migrate toward the dam and find the fishway entrance. The <br />downstream ladder would operate when the existing sluice gates were open. <br />Under these flow conditions, the fish would migrate toward the sluice <br />gates until the velocity of flow became too difficult to swim against. <br />The fishway entrance would be placed somewhere below this velocity <br />barrier. After entering the power canal, fish would migrate to the <br />upstream side of the diversion dam by passing through the headgates. <br />This alternate provides a trash shear boom at the power canal headgates <br />and louvers downstream of the ladders in the power canal. These louvers <br />should prevent passage of adults toward the powerhouse. <br />• <br />7 <br />
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