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Last modified
7/14/2009 5:02:31 PM
Creation date
5/18/2009 12:29:36 AM
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UCREFRP
UCREFRP Catalog Number
7845
Author
Miller, W. J. and D. Laiho.
Title
Final Report, Upper Colorado River Basin Recovery Implementation Program, Feasibility Evaluation Of Non-Native Fish Control Structures.
USFW Year
1997.
USFW - Doc Type
\
Copyright Material
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i?. <br /> usual downstream passage facilities. Most screening facilities have some sort of safe passage feature <br /> for the fish to move safely around the dam or diversion structure and back to the receiving stream <br /> downstream of that structure. <br />+ <br /> This project has several features which make the selection of feasible control options unique. The <br /> current technology includes both physical and behavioral techniques to control fish passage. In this <br /> case,-the behavioral techniques will not stop the passive life stages that may be present and are only <br /> marginally effective on controlling active life stages. For these reasons, behavioral techniques were <br /> not considered feasible control options at either Elkhead or Highline reservoirs. <br />hi <br /> s study <br />Physical control devices include several types of screening devices. Since the objective of t <br /> is to control escapement, the best location for controlling the fish is within the reservoir. Any device <br /> placed downstream of the reservoir would require construction of a stream channel and physical <br /> screening facility large enough to protect to the maximum flow event. Further, the facility would <br /> need to be designed to function at the current industry standard for the full range of flows. The wide <br /> range of flows from flood flows to near zero would be very difficult to protect with one facility. This <br /> may require one facility designed to work at high flows and another to work at the low flows. <br /> Further, any fish that get to the downstream facility are already moving toward habitat occupied by <br /> the endangered fish species. Any facility downstream of the reservoirs also would require a fish <br /> bypass or collection facility and some type of fish handling or disposal. All of these factors <br /> eliminate the downstream location as a feasible option. <br /> Physical facilities designed for in-reservoir control include both high velocity and low velocity <br /> screens. Both the high and low velocity screens constructed in the reservoir would have to be <br /> designed to operate for the full range of flow conditions. <br /> High velocity screens include Eicher and Modular Inclined Screens. Both of these screen types are <br /> intended for use within a reservoir outlet or penstock and both require fish bypass. To meet the <br /> criteria set for this study, the reservoir outlets would have to be reconstructed to a size that would <br /> pass all flow up to the 100 year event and include the screen. The fish bypass would require a fish <br /> collection facility that could retain any bypassed fish for either disposal or transport back to the <br /> reservoir. This would require additional operation and maintenance funds for the life of the project. <br /> This additional cost in excess of the capitol cost for reconstruction of the outlet works and <br /> requirement for fish handling makes these screen types lower priority for selection than types that <br />have no fish bypass or fish handling <br /> . <br />Low velocity screens include traveling and fixed screen types. The traveling screens all require <br />considerable operation and maintenance costs. In addition, there is a possibility that escapement can <br />occur as screen seals wear. The gap between the screen and the seal could exceed the 3/32 inch <br />opening for the criteria for this project. This would not meet the exclusion criteria for the project. <br />The traveling low velocity screens would require a large screen face relative to the flow rate ratio <br />and do not work in a submerged location. The large size would require considerable capitol cost for <br />construction of the civil works associated with these types of screen and high annual operation and <br />maintenance costs. Therefore, traveling screens were not selected for further evaluation in this <br />project. <br />Fixed screens are generally designed for low approach velocities to eliminate fish impingement. <br />Most fixed low velocity screens have a traveling brush to clean the srceen face of debris. Any such <br />mechanical device requires additional maintenance over an non-mechanical system. Therefore, fixed <br />Control Structure Feasibility Evaluation II <br />Miller Ecological Consultants, Inc., February 18, 1997
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