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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />would be used as a trash rake is used as a mechanized brush cleaner. Either cleaning system can <br /> <br />be designed to operate by a water surface differential sensor at the screens, on a specified timed <br /> <br />cycle, or manually. <br /> <br />This screen arrangement has a horizontal length of screens of 230 feet. Using a sweeping <br /> <br />velocity on the face of the screens of 2.0 fps, the contact time of a fish traveling across the full <br /> <br />length of screens would be 115 seconds. Typical maximum contact time requirements used by <br /> <br />the PN Region for fishscreen designs for salmon is 60 seconds. If this criteria was used, the <br /> <br />screen arrangement shown on Figure 3 would require an intermediate bypass mid-way along the <br /> <br />screen face. <br /> <br />Estimated Cost <br /> <br />The estimated costs of fishscreens used for this memorandum will be based on typical costs of <br /> <br />past projects designed and constructed in the PN Region. These costs are summarized in the cost <br /> <br />curves shown in Appendix E. The Cost Curve for a Flat Plate Screen for a flow of 640 cfs shows <br /> <br />a unit cost of approximately $2,500.00/cfs in 1999 dollars. This estimate will assume a unit cost <br /> <br />of $3,000.00/cfs to allow for inflation and other factors. For a total design flow of 640 cfs, the <br /> <br />estimated project cost will be approximately $2,000,000.00. <br /> <br />13 <br />