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NUMERICAL ANALYSIS OF OPEN CHANNEL STEADY GRADUALLY VARIED FLOW USING THE SIMPLIFIED SAINT-VENANT EQUATIONS

Abstract

For one-dimensional open-channel flow modeling, the energy equation is usually used. There exist numerous approaches using the energy equation for open-channel flow computations, which resulted in the development of several very efficient methods for solving this problem applied to channel networks. However, the dynamic equation can be used for this purpose as well. This paper introduces a method for solving a system of non-linear equations by the discretization of the one-dimensional dynamic equation for open-channel networks. The results of the computations using the dynamic and energy equations were compared for an arbitrarily chosen problem. Also, the reasons for the differences between the solution of the dynamic and energy equation were investigated.

Keywords:

dynamic equation, open-channel flow, open-channel networks, steady flow

Details

Issue
Vol. 15 No. 3-4 (2011)
Section
Research article
Published
2011-12-29
Licencja:
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Author Biography

WOJCIECH ARTICHOWICZ,
Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Department of Hydraulic Engineering




Authors

WOJCIECH ARTICHOWICZ

Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Department of Hydraulic Engineering

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