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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 <br />Figure 1-6. Example Fixed Cylindrical Screen <br />Concrete Dam <br />tilled <br />Cylindrical steel pipes f <br />screens Fishway <br />Fish ladder Powerhouse <br />Penstock <br />' Concrete manifold Attraction flow pipe <br />(Source: Francfort et al. 1994) <br />1.3.6.2 Plate <br />Characteristics. Fixed plate screens are very commonly used in a variety of applications. A fixed <br />plate screen consists of a standard large size screen panel that may be mounted in several different <br />configurations (Figure 1-7). Fixed plate screens can be either a vertical or near vertical wall of mesh <br />in a straight line or a "V" plan configuration, or set at an incline (i.e., inclined screen) to direct fish <br />upward or downward in the water column to a bypass. This category also includes conventional bar <br />racks used for velocities up to 5 feet per second at waste or/water screening facilities. The inclined <br />screen must have adequate control of the water surface elevation on the screen to assure that the <br />downstream end does not become dewatered, which may in turn dewater the fish and debris bypass. <br />The inclined screen also has problems establishing a uniform flow distribution over the length of the <br />screen. In contrast, the vertical and "V" screen configuration can accommodate a range of flows and <br />forebay water surface elevations with uniform flow over the screen surface (sometimes requiring <br />baffles or vanes on either side of the screen) as long as debris is removed promptly. Mechanical <br />brushing or backwashing is required for removing debris from all fixed plate screen configurations. <br />Typical Existing Applications. The fixed plate screen is commonly used to provide fish screening <br />against turbine entrainment at hydro-power projects. They are especially prevalent in the <br />northeastern and northwestern United States from the smallest flows up to 2,000 cfs. Most <br />applications consist of a single bank of racks placed in front of the turbine intake or intake forebay at <br />a 45 degree angle to flow. Many have been installed for debris exclusion at small hydro-power, <br />water and wastewater projects, and have not been used as extensively for fish diversion. Notable <br />examples were fixed plate screens that have been installed are the North Wasco Public Utility <br />District Hydro Project at The Dalles Dam on the Columbia River, the Eugene Water and Electric <br />Board's Leaburg Hydro Project on the McKenzie River in Oregon, and the proposed large flow, <br />small screen size (0.2 mm) facility at the McCluskey canal diversion in South Dakota. <br />Control Structure Feasibility Evaluation 1-18 <br />Miller Ecological Consultants, Inc., February 18, 1997
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