FLOW STRUCTURE IN PARTIALLY VEGETATED RECTANGULAR CHANNELS

This article discusses the transverse distributions of the depth averaged velocity and the Reynolds stress in a steady uniform flow in partially vegetated rectangular channels. The momentum equation is expressed in dimensionless form and solved to obtain the depth averaged velocity. The analytical s...

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Veröffentlicht in:	Journal of hydrodynamics. Series B 2010-08, Vol.22 (4), p.590-597
Hauptverfasser:	CHEN, Gang, HUAI, Wen-xin, HAN, Jie, ZHAO, Ming-deng
Format:	Artikel
Sprache:	eng
Schlagworte:	Channels Doppler effect drag force Engineering Engineering Fluid Dynamics Hydrology/Water Resources Mathematical analysis Mathematical models Numerical and Computational Physics partially vegetated channel Reynolds stress secondary currents Simulation Stress concentration Uniform flow Vegetation velocity distribution 人工植被声学多普勒流速仪平均流速横向分布流动结构矩形管道雷诺应力
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