TECHNICAL PAPERS
Jun 1, 1988

Effectiveness of Angled‐screen Intake System

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 6

Abstract

The Unit 6 intake system at Niagara Mohawk Power Corporation's Oswego Steam Station Unit 6 is designed to mitigate periodic losses of Lake Ontario fish by bypassing and returning to the lake those fish that enter the offshore intake. Fish are diverted along four traveling water screens installed in a chevron arrangement angled with respect to the flow. Jet pumps provide bypass flow necessary for fish return to the lake. Three years of information on the operational and biological effectiveness of the angled‐screen fish diversion system are presented and discussed. System components are discussed in terms of maintenance requirements and operation relative to an adjacent conventional intake system (Unit 5). Hydraulic measurements are also presented. Biological effectiveness of this system is compared with that of a once‐through system with conventional vertical traveling screens. Evaluation of fish survival up to 96 hrs after diversion indicates seasonal and species‐specific survival.

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References

1.
Bates, D. W., and VanDerwalker, J. G. (1970). “Preliminary designs of traveling screens to collect juvenile fish.” Special Report No. 608, U.S. Fish and Wildlife Service, Washington, D.C.
2.
Brayton Point Station Unit No. 4 angled screen intake biological evaluation program. (1986). 1985 Annual Report prepared for New England Power Company, Lawler, Matusky & Skelly Engineers, Pearl River, N.Y.
3.
Danskammer Point angled screen diversion study. (1984). Prepared for Empire State Electric Energy Research Corp., Lawler, Matusky & Skelly Engineers, Pearl River, N.Y.
4.
Eicher, G. J. (1960). “Fish bypass experience at PGS's new hydro projects.” Electric Light and Power, Mar., 62–64.
5.
Evaluation of the angled screen fish diversion system at Oswego Steam Station Unit 6. (1984). Prepared for Niagara Mohawk Power Corporation, Lawler, Matusky & Skelly Engineers, Pearl River, N.Y.
6.
Farr, W. E. (1974). “Traveling screen for turbine intakes of hydroelectric dams.” Proc. 2nd Entrainment and Intake Screening Workshop, L. D. Jensen, ed., Johns Hopkins University Cooling Water Research Project, Baltimore, Md., 199–203.
7.
Gunsolus, R. T., and Eicher, G. J. (1950). Evaluation of fish passage facilities at the North Fork Project on the Clackamas River in Oregon, The Fish Commission of Oregon and Portland/General Electric Co., Portland, Oreg., 1–104.
8.
Marquette, W. M., and Long, C. W. (1971). “Laboratory studies of screens for diverting juvenile salmon and trout from turbine intakes.” Trans., American Fishing Society, 100, 439–447.
9.
Mussalli, Y. G., Larsen, J., and Hilke, J. L. (1978). “Performance characteristics of peripheral type jet pumps.” Joint Symposium on design and operation of fluid machineiy. ASCE.
10.
Taft, E. P., and Mussalli, Y. G. (1978). “Angled screens and louvers for diverting fish at power plants.” J. Hydr. Div., ASCE, 104(5), 623–634.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 6June 1988
Pages: 626 - 640

History

Published online: Jun 1, 1988
Published in print: Jun 1988

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Authors

Affiliations

Stephen J. Edwards
Environmental Services, 80 Sunny Ridge Rd., Easton, CT 06612; formerly Lawler, Matusky & Skelly Engrs., One Blue Hill Plaza, Pearl River, NY 10965
John Dembeck
151 Hall Rd., Hannibal, NY 13074
Thomas E. Pease, Member, ASCE
Dir., Hazardous Waste Section, Lawler, Matusky & Skelly Engineers, One Blue Hill Plaza, Pearl River, NY 10965
Michael J. Skelly, Fellow, ASCE
Partner, Lawler, Matusky & Skelly Engrs., One Blue Hill Plaza, Pearl River, NY 10965
David Rengert
Niagara Mohawk Power Corp., 300 Erie Boulevard West, Syracuse, NY 13126

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