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Dec 1, 1993

Nonunique Water‐Surface Profiles in Open Channels

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Publication: Journal of Hydraulic Engineering
Volume 119, Issue 12

Abstract

Water‐surface profiles in a channel that includes either a contraction in channel width, or a rise in channel bottom are analyzed using the specific‐energy concept. It is discovered that the water‐surface profiles in this channel for particular flow conditions are not unique; two stable solutions and one unstable solution are found. The flow conditions leading to nonunique solutions are delineated.

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References

1.
Chow, V. T. (1959). Open‐channel hydraulics. McGraw‐Hill, New York, N.Y.
2.
Henderson, F. M. (1966). Open channel flow. MacMillan, New York, N.Y.
3.
Rouse, H., ed. (1950). Engineering hydraulics. Wiley, New York, N.Y.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 12December 1993
Pages: 1427 - 1434

History

Received: Jan 11, 1993
Published online: Dec 1, 1993
Published in print: Dec 1993

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Authors

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Subhash C. Jain, Member, ASCE
Prof., Dept. of Civ. and Envir. Engrg., and Res. Engr., Iowa Inst. of Hydr. Res., The Univ. of Iowa, Iowa City, Iowa 52242‐1585

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