A novel semi-analytical approach for non-uniform vegetated flows

被引:5
|
作者
Hu, Siou-Yi [1 ]
Chiueh, Pei-Te [2 ]
Hsieh, Ping-Cheng [1 ]
机构
[1] Natl Chung Hsing Univ, Dept Soil & Water Conservat, Taichung 40227, Taiwan
[2] Natl Taiwan Univ, Grad Inst Environm Engn, Taipei 106, Taiwan
关键词
Poro-elasticity theory; Vegetated flow; Non-uniform flow; Vegetation; Drag force; FREQUENCY RANGE; SUBSURFACE FLOW; ELASTIC WAVES; POROUS-MEDIA; WATER-FLOW; PROPAGATION; OVERLAND; BOUNDARY;
D O I
10.1016/j.advwatres.2013.11.012
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
In this paper a semi-analytical approach is proposed to understand the mechanism by which a non-uniform vegetated flow passes over a finite thick soil layer covered with grass. The flow region is divided into three layers: a homogenous water layer, a mixed water-grass layer, and a finite thick soil layer (hereafter referred to as the water layer, the grass layer, and the soil layer). The flow of the water layer is governed by the Navier-Stokes equations. Both the grass and soil layers are regarded as porous media and the Biot's theory of poroelasticity is applied to the porous medium flow. The semi-closed solutions are then obtained by the Runge-Kutta method. The drag force induced by the flow through the grass layer and the flow profiles of three patterns: submerged grass, emergent grass and mixed type are also discussed. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 8
页数:8
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