Application of the HLL Approximate Riemann Solver to One-Dimensional Open Channel Flows with Irregular Geometry

Author:

Ying Xinya,Wang Sam S. Y.

Publisher

American Society of Civil Engineers

Reference6 articles.

1. HIGHER ORDER NUMERICAL METHODS EVALUATION FOR THE COMPUTATION OF ONE DIMENSIONAL FREE SURFACE SHALLOW WATER FLOWS

2. Goutal N. (1999). "The Malpasset Dam Failure - An Overview and Test Case Definition". Proceedings of the 4 th CADAM meeting Zaragoza Spain.

3. On Upstream Differencing and Godunov-Type Schemes for Hyperbolic Conservation Laws

4. Henderson F. M. (1966). "Open channel flow." McGraw Hill Publishing New York.

5. Mathematical balancing of flux gradient and source terms prior to using Roe’s approximate Riemann solver

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1. Modeling Dam-Break Flows Using Finite Volume Method on Unstructured Grid;Engineering Applications of Computational Fluid Mechanics;2009-01

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