TECHNICAL PAPERS
May 1, 1993

Selective Withdrawal Using Circular, Partly Submerged Intake Structures

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 5

Abstract

An experimental study of selective withdrawal using intakes in partially submerged structures is described. This study examines circular intake structures located in two layer‐stratified bodies of still water. Results are presented for horizontally and vertically oriented intake ports and for a peripheral gap extending around the circumference of the intake structure. Data are compared with submerged, uncapped intakes and with submerged intakes provided with a velocity cap.

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References

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Goldring, B. T. (1989). “Capped intakes in a stratified crossflow.” J. Hydr. Engrg., ASCE, 115(2), 228–242.
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Parchure, T. M. (1981). “Hydraulic model studies for the cooling water intake structure for the extension phase of thermal power station at Trombay, Bombay.” Report No. 1960, Central Water and Power Research Station, Pune, India, Mar.
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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 5May 1993
Pages: 615 - 627

History

Received: Oct 21, 1991
Published online: May 1, 1993
Published in print: May 1993

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Authors

Affiliations

James J. Sharp
Prof. and Assoc. Dean, Faculty of Engrg. and Appl. Sci., Memorial Univ. of Newfoundland, St. John's, Newfoundland, Canada, A1B 3X5
T. M. Parchure
Res. Hydr. Engr., Estuaries Div., Waterways Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS 39180

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