Solution of the gradually varied flow equation allows tracing of the flow depth along a channel length. Direct solutions of this differential dynamic equation are available in the technical literature only for the special case of wide rectangular channels and for general rectangular channels based on the simple Chezy formula. No direct solution is available for the case of general rectangular channels based on the complex, but more realistic, Manning formula. This paper presents an approach for establishing the gradually varied flow profile for general rectangular channels through application of the Manning formula. The approach, which yields a very accurate computation of flow profiles, should be a useful tool for direct quantitative analysis and evaluations of general rectangular channels.
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May 2011
Research Article|
May 01 2011
Direct integration of Manning-based gradually varied flow equation
Ali R. Vatankhah, PhD;
Ali R. Vatankhah, PhD
Assistant Professor
Department of Irrigation and Reclamation Engineering, University of Tehran, Karaj, Iran
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Said M. Easa, PhD
Said M. Easa, PhD
Professor
Department of Civil Engineering, Ryerson University, Toronto, Ontario, Canada
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Publisher: Emerald Publishing
Revision Received:
August 17 2010
Accepted:
January 11 2011
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2011
Proceedings of the Institution of Civil Engineers - Water Management (2011) 164 (5): 257–264.
Article history
Revision Received:
August 17 2010
Accepted:
January 11 2011
Citation
Vatankhah AR, Easa SM (2011), "Direct integration of Manning-based gradually varied flow equation". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 164 No. 5 pp. 257–264, doi: https://doi.org/10.1680/wama.2011.164.5.257
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