Performance Testing of Submerged Intake Screen
Publication: Journal of Hydraulic Engineering
Volume 110, Issue 10
Abstract
A test of the long-term operating performance of a wedgewire-screen intake system in the Mississippi River is described. The screen was a 13.5-ft (4.1-m) long, 3-ft (0.91-m) diameter cylinder with 1 mm slot openings, providing 40% open area. It was placed 3-ft (0.91-m) above the river bed 9-ft below normal pool elevation at a distance of 150-ft (46-m) from the bank of the river. Water was drawn in through the screen by an inclined one-stage axial-flow pump on the bank of the river. The pump was rated at 10 cfs (0.28 m3s) at 20-ft (6.1-m) head and was driven by a 50-hp motor. The test facility was in operation on a round-the-clock basis for approximately 9 months, with shutdowns once a day for air or water back-flushing. The results showed that the system could be operated and maintained with an effort that would be acceptable in an actual power-plant cooling water make up system.
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References
1.
Prototype, Wedgewire Screen Intake Module Study, Ecological Analysts, Inc., report prepared for Commonwealth Edison Company, at Chicago, Illinois, in Feb., 1981, information about the test results is available upon request from Commonwealth Edison Company.
2.
United States Department of the Interior, “Water Resources Data for Iowa: Water Year 1979,” U.S. Geological Survey Water‐Data Report IA‐79‐1, U.S.G.S., Water Resources Division, Iowa City, Iowa, 1979.
3.
United States Department of the Interior, “Water Resources Data for Iowa: Water Year 1980,” U.S. Geological Survey Water‐Data Report IA‐80‐1, U.S.G.S., Water Resources Division, Iowa City, Iowa, 1980.
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Copyright © 1984 ASCE.
History
Published online: Oct 1, 1984
Published in print: Oct 1984
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