A vortex-based model of velocity and shear stress in a partially vegetated shallow channel

被引:199
作者
White, Brian L. [1 ]
Nepf, Heidi M. [2 ]
机构
[1] Woods Hole Oceanog Inst, Dept Phys Oceanog, Woods Hole, MA 02543 USA
[2] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
关键词
D O I
10.1029/2006WR005651
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper presents a method for predicting the distributions of velocity and shear stress in shallow channels with a boundary of emergent vegetation. Experiments in a laboratory channel with model vegetation show that the velocity profile exhibits a distinct two-layer structure, consisting of a rapidly varying shear layer across the vegetation interface and a more gradual boundary layer in the main channel. In addition, coherent vortices are observed which span both layers, and are the dominant contributors to lateral momentum fluxes. From these observations, we propose a model for the vortex-induced exchange and find expressions for the width of momentum penetration into the vegetation, the velocity and shear stress at the vegetation edge, and the width of the boundary layer in the main channel. These variables, along with a momentum balance in the main channel, comprise a modeling framework which accurately reproduces the observed velocity and shear stress distributions. The predictions for the velocity and shear stress can provide a basis for modeling flood conveyance, overbank sediment transport, and scalar residence time in the vegetated layer.
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页数:15
相关论文
共 26 条
[1]  
Dunn C., 1996, Mean flow and turbulence in a laboratory channel with simulated vegetation
[2]   Mass transport in vegetated shear flows [J].
Ghisalberti, M ;
Nepf, H .
ENVIRONMENTAL FLUID MECHANICS, 2005, 5 (06) :527-551
[3]   The limited growth of vegetated shear layers [J].
Ghisalberti, M ;
Nepf, HM .
WATER RESOURCES RESEARCH, 2004, 40 (07) :W075021-W0750212
[4]   Mixing layers and coherent structures in vegetated aquatic flows [J].
Ghisalberti, M ;
Nepf, HM .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2002, 107 (C2)
[5]   Flow resistance due to lateral momentum transfer in partially vegetated rivers -: art. no. W05206 [J].
Helmiö, T .
WATER RESOURCES RESEARCH, 2004, 40 (05) :W052061-W0520610
[6]  
Hinze J. O, 1975, TURBULENCE
[7]   PERTURBED FREE SHEAR LAYERS [J].
HO, CM ;
HUERRE, P .
ANNUAL REVIEW OF FLUID MECHANICS, 1984, 16 :365-424
[8]   EFFECTS OF PILE DIKES ON FLOW RETARDATION AND SEDIMENT TRANSPORT [J].
IKEDA, S ;
IZUMI, N ;
ITO, R .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (11) :1459-1478
[9]   A mixing layer theory for flow resistance in shallow streams [J].
Katul, G ;
Wiberg, P ;
Albertson, J ;
Hornberger, G .
WATER RESOURCES RESEARCH, 2002, 38 (11) :32-1
[10]   Drag coefficients for modeling flow through emergent vegetation in the Florida Everglades [J].
Lee, JK ;
Roig, LC ;
Jenter, HL ;
Visser, HM .
ECOLOGICAL ENGINEERING, 2004, 22 (4-5) :237-248