TECHNICAL NOTES
Nov 15, 2002

Flow in Open-Channel Embayments

Publication: Journal of Hydraulic Engineering
Volume 128, Issue 12

Abstract

This study investigates flows in a square and a rectangular embayment located on the side bank of an open channel. It is found that the main flow of the open channel induces a circulatory flow in the square and rectangular embayment and the center of the circulatory flow is shifted downstream in comparison with the center of the embayment. A solution of the shallow water equations solved using the method of variation yields results of the 95% confidence intervals within 10% of mean errors between the observed and computed nondimensional velocities.

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References

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 12December 2002
Pages: 1098 - 1101

History

Received: Sep 20, 1999
Accepted: Jul 10, 2002
Published online: Nov 15, 2002
Published in print: Dec 2002

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Authors

Affiliations

Kazumasa Mizumura
Professor, Dept. of Civil Engineering, Kanazawa Institute of Technology, 7-1, Ogigaoka, Nonoichimachi, Ishikawa Pref. 921-8812, Japan.
Masashige Yamasaka
Associate Professor, Dept. of Civil Engineering, Kanazawa Institute of Technology, 7-1, Ogigaoka, Nonoichimachi, Ishikawa Pref. 921-8812, Japan.

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