Modeling Dam-Break Flows Using Finite Volume Method on Unstructured Grid-Reference-Cited by-同舟云学术

Modeling Dam-Break Flows Using Finite Volume Method on Unstructured Grid

Published:2009-01 Issue:2 Volume:3 Page:184-194
ISSN:1994-2060
Container-title:Engineering Applications of Computational Fluid Mechanics
language:en
Short-container-title:Engineering Applications of Computational Fluid Mechanics

Author:

Ying Xinya,Jorgeson Jeff,Wang Sam S. Y.

Publisher

Informa UK Limited

Subject

Modelling and Simulation,General Computer Science

Link

http://www.tandfonline.com/doi/pdf/10.1080/19942060.2009.11015264

Reference2 articles.

1. Goutal, N (1999). The Malpasset Dam failure—An overview and test case definition.The Proceeding of the 4th CADAM meeting, Nov. 18–19, Zaragoza, Spain.

2. Ying X, Wang SSY (2008b). Application of the HLL approximate Riemann solver for one-dimensional open channel flows with irregular geometry.Proceedings of World Water & Environmental Resources Congress 2008 (ASCE), 12–16 May 2008, Honolulu, Hawaii, USA.

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