Technical Papers
Oct 9, 2015

Fish, Ice, and Wedge-Wire Screen Water Intakes

Publication: Journal of Cold Regions Engineering
Volume 30, Issue 2

Abstract

The U.S. Clean Water Act requires that the Environmental Protection Agency ensures that the location, design, construction, and capacity of water intakes for thermal power plants reflect the best technology available to reduce entrainment mortalities of fish and invertebrates during their early stages of life. Cylindrical wedge-wire screens are an efficient technology for protecting fish and invertebrates at water intakes, as they draw water at low flow velocities through a fine mesh. Although substantially reducing fish and invertebrate mortality, wedge-wire screens run significant risks of blockage by ice. This paper discusses how the characteristics of wedge-wire screens that enhance their ability to reduce mortalities also make them susceptible to blockage by frazil and anchor ice, and presents observations and field data regarding ice formation on a segment of wedge-wire screen placed in a small river. Ice formation on this screen involved initial frazil adhesion with subsequent metamorphism of the frazil disks through in situ ice growth. This resulted in accumulations of porous, relatively strong ice consisting of individual large, irregularly shaped ice crystals. The ice that formed on the wedge-wire screen was identical to anchor ice found on the surrounding riverbed. These findings indicate that ice blockage of wedge-wire screens typically comprises frazil deposition followed by in situ growth of frazil crystals, often resulting in a relatively impermeable, hard-to-remove ice accumulations on wedge-wire screens.

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Acknowledgments

The authors thank the engineers at Manitowoc Public Utilities, Wisconsin, for useful discussions about ice blockage of intakes and for permission to use Fig. 2.

References

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 30Issue 2June 2016

History

Received: Jan 15, 2015
Accepted: Aug 5, 2015
Published online: Oct 9, 2015
Discussion open until: Mar 9, 2016
Published in print: Jun 1, 2016

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Authors

Affiliations

Edward W. Kempema [email protected]
Research Scientist, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, Laramie, WY 82072. E-mail: [email protected]
Robert Ettema [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]

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