3D modelling of hydrodynamics and mixing in a vegetation field under waves

被引:25
作者
Li, C. W. [1 ]
Zhang, M. L. [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
关键词
Vegetation; Random Waves; Mixing; Dispersion; Numerical Model; EMERGENT VEGETATION; TURBULENCE; FLOWS; PROPAGATION; DIFFUSION; TRANSPORT; ADVECTION; DRAG;
D O I
10.1016/j.compfluid.2009.10.010
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Vegetation contributes to the sustainable development of aquatic environments. It provides food and shelter to many organisms and controls the ecological system in rivers, estuaries and coastal areas. In estuarine and coastal areas, wind waves can affect significantly the hydrodynamics and mixing processes there. In this work the wave-induced mixing process in a vegetation field is investigated by using a sigma-coordinate 3D model. In the governing equations the vegetation field is represented by momentum sink terms. A random walk model is used to derive an expression for the mechanical dispersion coefficient used in the mass conservation equation. The numerical model is first validated through the simulation of the propagation of random waves, the attenuation of random waves over vegetation, as well as the flow and mixing in a unidirectional flow through vegetation. The numerical model is then used to simulate the mixing of a tracer in a vegetation field under regular and random waves. The results show that the mechanical dispersion and the reduced advection generated by the wave-vegetation interaction lead to a broader lateral spread and a narrower longitudinal spread of tracer plumes. The degree of randomness of waves will not affect the mixing significantly, as long as the peak period and the total energy of the waves remain unchanged. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:604 / 614
页数:11
相关论文
共 29 条
[11]   WAVE ATTENUATION BY VEGETATION [J].
KOBAYASHI, N ;
RAICHLE, AW ;
ASANO, T .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1993, 119 (01) :30-48
[12]  
KODD DL, 1997, J FLUID MECH, V349, P31
[13]   Numerical investigation of wave-current-vegetation interaction [J].
Li, C. W. ;
Yan, K. .
JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (07) :794-803
[14]   ADVECTION SIMULATION BY MINIMAX-CHARACTERISTICS METHOD [J].
LI, CW .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1990, 116 (09) :1138-1144
[15]   A σ-coordinate three-dimensional numerical model for surface wave propagation [J].
Lin, PZ ;
Li, CW .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2002, 38 (11) :1045-1068
[16]   Open-channel flow through simulated vegetation: Suspended sediment transport modeling [J].
Lopez, F ;
Garcia, M .
WATER RESOURCES RESEARCH, 1998, 34 (09) :2341-2352
[17]   An empirical model to estimate the propagation of random breaking and nonbreaking waves over vegetation fields [J].
Mendez, FJ ;
Losada, IJ .
COASTAL ENGINEERING, 2004, 51 (02) :103-118
[18]   Hydrodynamics induced by wind waves in a vegetation field [J].
Méndez, FJ ;
Losada, IJ ;
Losada, MA .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1999, 104 (C8) :18383-18396
[19]   Wave transformation over salt marshes:: A field and numerical modelling study from north Norfolk, England [J].
Möller, I ;
Spencer, T ;
French, JR ;
Leggett, DJ ;
Dixon, M .
ESTUARINE COASTAL AND SHELF SCIENCE, 1999, 49 (03) :411-426
[20]  
Morison J., 1950, J PETROL TECHNOL, V2, P149, DOI DOI 10.2118/950149-G