Articles | Volume 17, issue 3
https://doi.org/10.5194/hess-17-973-2013
https://doi.org/10.5194/hess-17-973-2013
Research article
 | 
05 Mar 2013
Research article |  | 05 Mar 2013

Gradually varied open-channel flow profiles normalized by critical depth and analytically solved by using Gaussian hypergeometric functions

C.-D. Jan and C.-L. Chen

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Subject: Engineering Hydrology | Techniques and Approaches: Mathematical applications
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Cited articles

Allen, J. and Enever, K. J.: Water surface profiles in gradually varied open-channel flow, Proceedings, Institute of Civil Engineers, 41, 783–811, 1968.
Bakhmeteff, B. A.: Hydraulics of Open Channels. McGraw-Hill, New York, N.Y., 1932
Chen, C. L.: Unified theory on power laws for flow resistance, J. Hydraul. Eng., ASCE, 117, 371–389, 1991.
Chen, C. L. and Chow, V. T.: Formulation of mathematical watershed-flow model, J. Eng. Mech. Divis., ASCE, 97, 809–828, 1971.
Chen, C. L. and Wang, C. T.: Nondimensional gradually varied flow profiles, J. Hydraul. Divis., ASCE, 95, 1671–1686, 1969.
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