Developing a 2D vertical flow and sediment transport model for open channels using the Youngs-VOF method-Reference-Cited by-同舟云学术

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Developing a 2D vertical flow and sediment transport model for open channels using the Youngs-VOF method

Published:2016-05-10 Issue:2 Volume:35 Page:444-451
ISSN:0254-4059
Container-title:Chinese Journal of Oceanology and Limnology
language:en
Short-container-title:Chin. J. Ocean. Limnol.

Author:

Zhao Dongmiao,Tang Jun,Wu Xiuguang,Lin Changning,Liu Lijun,Chen Jian

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Oceanography

Link

http://link.springer.com/content/pdf/10.1007/s00343-016-5048-7.pdf

Reference25 articles.

1. Alfrink B J, van Rijn L C. 1983. Two-equation turbulence model for flow in trenches. Journal of Hydraulic Engineering, 109 (7): 941–958.

2. Brørs B. 1999. Numerical modeling of flow and scour at pipelines. Journal of Hydraulic Engineering, 125 (5): 511–523.

3. Cebeci T, Bradshaw P. 1977. Momentum Transfer in Boundary Layers. Hemisphere Publishing Corporation, Washington, DC.

4. Launder B E, Spalding D B. 1974. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 3 (2): 269–289.

5. Liang D F, Liang C, Li F J. 2005. Numerical modeling of flow and scour below a pipeline in currents: part II. Scour simulation. Coastal Engineering, 52 (1): 43–62.

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