TECHNICAL NOTES
Dec 1, 1993
Nonunique Water‐Surface Profiles in Open Channels
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VIEW THE REPLYPublication: 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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Copyright © 1993 American Society of Civil Engineers.
History
Received: Jan 11, 1993
Published online: Dec 1, 1993
Published in print: Dec 1993
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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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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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