Large-eddy simulation of turbulent rectangular open-channel flow with an emergent rigid vegetation patch

Author:

Huai Wenxin,Xue Wanyun,Qian Zhongdong

Funder

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Water Science and Technology

Reference39 articles.

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2. Stoesser T, Neary VS, Wilson CAME. Modeling vegetated channel flows: challenges and opportunities. In: IASME/WSEAS international conference fluid mechanics (FLUIDS 2004), special session eco-hydraulics: state-of-the-art and future directions, Corfu Island, Greece, WSEAS Press, Athens, Greece; 2004. p. 23–33.

3. Flow retardance in vegetated channels;Kouwen;J Irrig Drain Div,1969

4. Dunn C, Lopez F, Garcia MH. Mean flow and turbulence in a laboratory channel with simulated vegetation. In: Hydraulic engineering series, vol. 51, UILU-ENG-96-2009, UIUC, Urbana, USA; 1996.

5. Flow structure in depth-limited, vegetated flow;Nepf;J Geophys Res,2000

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