Discharge Ratio of Side Outflow to Supercritical Channel Flow
Publication: Journal of Hydraulic Engineering
Volume 131, Issue 9
Abstract
This study presents the effects of width changes of a side breach, Froude numbers, and bottom slopes on discharge ratios of a side outflow to the main channel flow when a flow is supercritical. The results compare the differences between theoretical discharge ratios and experimental ones. The differences increase in one of three conditions: increase of the side breach, increase of the bottom slope, and decrease of the Froude number.
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Acknowledgments
The writer’s thanks are due to T. Hogari and Y. Tashiro, who were undergraduate students in the Department of Civil Engineering, Kanazawa Institute of Technology, Ishikawa Pref., Japan, for conducting part of experimental works for their BS theses.
References
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© 2005 ASCE.
History
Received: Jul 7, 2003
Accepted: Dec 7, 2004
Published online: Sep 1, 2005
Published in print: Sep 2005
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