TECHNICAL NOTES
Apr 1, 2008

Performance of Submerged Ogee-Crest Weir Head-Discharge Relationships

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 4

Abstract

Submergence is defined as the ratio of the tailwater to the headwater, both measured relative to the weir crest. The performance of published submerged ogee-crest head-discharge relationships was investigated in this study. Four submerged and one free-flow head-discharge relationship were evaluated relative to a submerged ogee-crest data set covering a range of tailwater elevations, discharges, and weir geometries. For submergence levels <0.70 , the head-discharge relationship was relatively independent of the tailwater elevation, but at higher submergence levels, this was not the case. For submergence values <0.8 , the submergence head-discharge data were best predicted using the free-flow head-discharge relationship. For submergence values >0.8 , the accuracies of all but one of the head-discharge relationships were very poor. For such high submergence levels, more accurate methods are needed for predicting submerged ogee-crest head-discharge relationships.

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Acknowledgments

Funding for this study was provided by the State of Utah and the Utah Water Research Laboratory, Utah State University.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 4April 2008
Pages: 486 - 491

History

Received: Jun 16, 2006
Accepted: May 29, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Authors

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B. P. Tullis, M.ASCE [email protected]
Assistant Professor, Utah Water Research Lab, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200 (corresponding author). E-mail: [email protected]
J. Neilson
Graduate Student, Utah Water Research Lab, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200.

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