Mathematical Model for the Flow with Submerged and Emerged Rigid Vegetation

Author:

Huai Wen-xin,Chen Zheng-bing,Han Jie,Zhang Li-xiang,Zeng Yu-hong

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,Modeling and Simulation

Reference26 articles.

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2. KOUWEN N., UNNY T. E. Flexible roughness in open channels[J]. Journal of Hydraulics Division, 1973, 99(5): 713–728.

3. NAOT D., NEZU I. and NAKAGAWA H. Hydro-dynamic behavior of partly vegetated open channels[J]. Journal of Hydraulic Engineering, ASCE, 1996, 122(11): 625–633.

4. LOPEZ F., GARCIA M. H. Mean flow and turbulence structure of open-channel flow through non-emergent vegetation[J]. Journal of Hydraulic Engineering, 2001, 127(5): 392–402.

5. STOESSER T., LIANG C. and RODI W. et al. Large eddy simulation of fully-developed turbulent flow through submerged vegetation[C]. International Conference on Fluvial Hydraulics, SEP06-08. Lisbon, Portugal, 2006, 1: 227–234.

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