TECHNICAL PAPERS
Nov 1, 2006

Analytical Solutions of Nonlinear Kinematic Wave Model

Publication: Journal of Hydrologic Engineering
Volume 11, Issue 6

Abstract

An analytical solution of the nonlinear kinematic wave model of overland flow on a sloping plane for time-varying excess rainfalls of sinusoidal functions is presented by the method of characteristics. To obtain the closed form of the analytical solution, discharge per unit width in the expression of Manning’s formula is approximated by a parabolic curve. The analytical solution is also compared with the numerical one and their agreement is found to be good. The analytical solution is applied to rainfall and runoff processes with given hyetograph using Fourier series analysis. The computational results of the analytical solution are compared with the observed data. It explains the observation on an impermeable slope very well. It is found that the analytical solution is suitable for estimating design flood from excess rainfall in a simple watershed.

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Acknowledgments

The writer wishes to thank T. Kishii, a professor at Kanazawa Institute of Technology, for providing the observed data of overland flow experiments. He also wishes to express his sincere appreciation to anonymous referees who gave comments and suggestions to strengthen the paper.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 11Issue 6November 2006
Pages: 539 - 546

History

Received: Mar 15, 2004
Accepted: Jan 31, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006

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Authors

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Kazumasa Mizumura
Professor, Dept. of Civil Engineering, Kanazawa Institute of Technology, 7-1, Ogigaoka, Nonoichimachi, Ishikawa Prefecture 921-8812, Japan. E-mail: [email protected]

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