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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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1.3.6.3 Barrier Nets <br /> Characteristics. A barrier net is composed of rope or synthetic twine that is woven into a mesh. <br /> The smallest mesh opening is 0.25 inches. The net must be installed far enough away from the <br /> intake to insure that velocities through the mesh are maintained well below 0.4 ft/sec. It is important <br /> that the percent open area be above 50 percent of the total area of the screen. This will improve the <br /> velocity and head loss through the screen significantly. The mesh size and material must be adapted <br /> to the fish species to be excluded, and the conditions of the lake or river such as temperature and <br /> current. Barrier nets can be mounted on existing trash racks or log booms at a water intake or can <br />' have their own structure. They usually must have floatation buoys at the top and heavy chains and <br /> anchors at the bottom (Figure 1-8). Fish may pass underneath the net since obtaining a positive seal <br /> between the lake bottom and net is difficult. Some applications have reduced fish passage by adding <br />' skirting to the bottom and/or top of the net. High wind, wave action, and submergence are a typical <br /> problem with barrier nets. In climates where ice develops the net must be removed or dropped to the <br /> bottom during the winter. <br /> Typical Existing Applications. Barrier nets have been successful in excluding adult Chinook and <br /> Alewives from pump intakes at the Ludington Pumped Storage Plant located on Lake Michigan. <br /> They have been applied to hydroelectric intakes and on the approach to diversion canals in <br /> Wisconsin. They have also been used to exclude other creatures (turtles) from drowning at intake <br /> structures. <br /> Typical Advantages <br />i • Flexible to a variety of physical configurations <br /> • Inexpensive to purchase and install <br /> • No mechanical or electrical parts <br />to var <br />• Flexibilit <br />in <br />water surface level <br /> y <br />g <br />y <br />Typical Disadvantages <br />' • Difficult to maintain seal with lake bottom <br />• Cannot be used during winter due to icing <br />' • High winds can damage the net <br />• Submergence can be a problem <br />• Required mechanical brushing and special coatings to prevent biofouling <br />• Smallest opening mesh typically available is 1/4-inch <br />Application to Limiting Downstream Passage. Flexibility and cost for the benefit gained are the <br />primary attractive characteristics applied to downstream passage. It is the only barrier which is <br />effective for depths greater than 20 feet. Nets are nicely applied to spillways as they can be out of <br />service in the winter or whenever water is not going through a service spillway. <br /> <br /> <br />Control Structure Feasibility Evaluation 1-21 <br />Miller Ecological Consultants, Inc., February 18, 1997
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