Research Article
Jan 1970
Select Reservoir Withdrawl by Multilevel Intakes
Abstract
Hydraulic model tests verify multilevel intakes to be an effective design for selective reservoir withdrawal. New Hope Dam and Reservoir, Cape Fear River Basin, N.C., utilizes a multilevel intake design for selective withdrawal of impounded water as aid in water quality control. The intakes permit flexibility in the selection of the stratum from which reservoir releases are made. Hydraulic model tests results verify the functional design of the intake structure for flows ranging from 300 cfs to 2500 cfs. Model studies did not reveal vibration of intake tower to be a problem.
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Information & Authors
Information
Published In
Journal of the Power Division
Volume 96 • Issue 1 • January 1970
Pages: 109 - 115
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jan 1970
Published online: Feb 11, 2021
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Authors
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Walter B. Benton
Chf., Project Planning Sect., Planning Branch, Engrg. Div., U.S. Army Engineer District, Savannah, Ga.
William J. Wall, M.ASCE
Chf., Hydrologic Services Sect., Planning Branch, Engrg. Div., U.S. Army Engineer District, Savannah, Ga.
Shelton R. McKeever, M.ASCE
Chf., Flood Plain Management Services Sect., Planning Branch, Engrg. Div., U.S. Army Engineer District, Savannah, Ga.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.