Technical Papers
Nov 23, 2017

Transitional Flow at Low-Head Ogee Spillway

Publication: Journal of Hydraulic Engineering
Volume 144, Issue 2

Abstract

Low-head gated spillways provide controlled flow releases for defense against floods and a reliable supply of water for beneficial uses. In addition, a system of spillways in a large water resources system may be used for flow monitoring to assess compliance with water quality regulations and evaluate performance measures of ecological restoration projects. The flow discharge through spillways is typically calculated by rating equations applicable to free (uncontrolled) or gate-controlled flows under submerged and unsubmerged conditions. Depending on the spillway geometry, headwater and tailwater levels, and gate opening, four types of flow, each requiring a unique rating equation, can occur. However, the flow type for the given conditions must be classified first to ensure that the appropriate rating equation is used to compute discharge. Spillway flow classification requires identifying the transition thresholds between the various flow types. Results from a study conducted at the Georgia Institute of Technology to identify these transitions experimentally in a hydraulic model study of a South Florida Water Management District spillway are presented here. Results are summarized in a unified set of graphical transition curves for the four flow types in terms of the depth at the spillway crest. The depth at the spillway crest is also used to develop a head-discharge relationship for uncontrolled, submerged flow, the flow type that is the most difficult to predict.

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Acknowledgments

This study is the result of collaborative efforts between the South Florida Water Management District and the Georgia Institute of Technology. The valuable comments of the anonymous reviewers are gratefully acknowledged.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 144Issue 2February 2018

History

Received: Aug 11, 2016
Accepted: Jul 6, 2017
Published online: Nov 23, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 23, 2018

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Authors

Affiliations

Seung Ho Hong, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506. E-mail: [email protected]
Terry W. Sturm, F.ASCE [email protected]
Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author). E-mail: [email protected]
Juan A. González-Castro, M.ASCE [email protected]
Streamgauging Section Lead, Operations and Hydro Data Management, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. E-mail: [email protected]

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