TECHNICAL NOTES
Sep 1, 2005

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

Hager, W. H. (1987). “Lateral outflow over side weirs.” J. Hydraul. Eng., 113(4), 491–504.
Hager, W. H., Schwalt, M., Jimenez, O., and Chaudhry, M. (1994). “Supercritical flow near an abrupt wall deflection.” J. Hydraul. Res., 32(1), 103–118.
Herbich, J., and Walsh, P. (1972). “Supercritical flow in rectangular expansions.” J. Hydraul. Div., Am. Soc. Civ. Eng., 98(9), 1691–1700.
Ippen, A., and Dawson, J. (1951). “Design of channel contractions: High velocity flow in open channels (symposium).” Trans. Am. Soc. Civ. Eng., 116(2434), 326–346.
Mizumura, K., Yamasaka, M., and Adachi, J. (2003). “Side outflow from supercritical channel flow.” J. Hydraul. Eng., 129(10), 769–776.
Shima, S., and Tominaga, M. (1975). “On the discharge ratio of supercritical flow in branched channels.” Nagare no Kenkyu, Gihoudou Co., Ltd., 49–62 (in Japanese).
von Karman, T. (1938). “A practical application of the analogy between supersonic flow in gases and supercritical flow in open channels.” Z. Angew. Math. Mech., 18(1), 49–56.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 9September 2005
Pages: 821 - 824

History

Received: Jul 7, 2003
Accepted: Dec 7, 2004
Published online: Sep 1, 2005
Published in print: Sep 2005

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Authors

Affiliations

Kazumasa Mizumura [email protected]
Professor, Civil Engineering Dept., Kanazawa Institute of Technology, 7-1, Ogigaoka, Nonoichimachi, Ishikawa Pref. 921-8812, Japan. E-mail: [email protected]

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