On deducing the drag coefficient formula of cylindrical vegetation in non-uniform channel flow

Author:

Han Ji-Kun,Wang Wei-JieORCID,Dong Fei,Zhao Jin-Yong,Peng Wen-Qi,Zhu Zhou-Bing,Zhao Fang,Liu Biao

Funder

Natural Science Foundation of Beijing Municipality

National Natural Science Foundation of China

China Institute of Water Resources and Hydropower Research

Publisher

Elsevier BV

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Environmental Chemistry,Civil and Structural Engineering,Environmental Engineering

Reference60 articles.

1. On inducing equations for vegetation resistance;Baptist;J. Hydraul. Res.,2007

2. Effect of submerged vegetation density on flow under favorable pressure gradient;Brahimi;SN Appl. Sci.,2019

3. Flow resistance law in channels with flexible submerged vegetation;Carollo;J. Hydraul. Eng.,2005

4. Baptist, M. J., 2003. A flume experiment on sediment transport with flexible, submerged vegetation. International workshop on RIParian FORest vegetated channels: hydraulic, morphological and ecological aspects, 20 – 22 February 2003, Trento, Italy.

5. December). Drag Force Parameters of Flexible Elements and Vegetation;Chapman;AGU Fall Meeting Abstracts,2014

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