Numerical modeling of turbulent compound channel flow using the lattice Boltzmann method

被引:16
作者
Liu, H. [1 ]
Zhou, J. G. [1 ]
Burrows, R. [1 ]
机构
[1] Univ Liverpool, Dept Engn, Liverpool L69 3GQ, Merseyside, England
关键词
compound channel flow; lattice Boltzmann method; large eddy simulation; boundary shear stress; apparent shear stress; Reynolds stress; LABSWE (TM); STRAIGHT; PRESSURE;
D O I
10.1002/fld.1836
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The flow of water in a straight Compound channel with prismatic cross section is investigated with a relatively new tool, the lattice Boltzmann method. The large eddy Simulation model is added in the lattice Boltzmann model for nonlinear shallow water equations (LABSWE (TM)) so that the turbulence, caused by lateral exchange of momentum in the shear layer between the main channel and floodplain, call be taken into account and modeled efficiently. To validate the numerical model, a symmetrical compound channel with trapezoidal main channel and flat floodplain is tested. Similar to most natural watercourses, the floodplain has higher toughness values than the main channel. Different relative depths, D-r (the ratio of the depth of flow on the floodplain to that in the main channel), are considered. The Reynolds number is set at 30000 in the main channel. The lateral distributions of the longitudinal velocity, the boundary shear stress, the Reynolds stress and the apparent shear stress across the channel are obtained after the large eddy simulation is performed. The results of numerical simulations are compared with the available experiment data, which show that the LABSWE (TM) is capable of modeling the features of flow turbulence in compound channels and is sufficiently accurate for practical applications in engineering. Copyright (C) 2008 John Wiley & Sons, Ltd.
引用
收藏
页码:753 / 765
页数:13
相关论文
共 27 条
[1]  
[Anonymous], LATTICE BOLTZMANN ME
[2]  
Chow VT, 1959, OPEN CHANNEL HYDRAUL
[3]   Two-dimensional solution for straight and meandering overbank flows [J].
Ervine, DA ;
Babaeyan-Koopaei, K ;
Sellin, RHJ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (09) :653-669
[4]  
Featherstone R.E., 1995, CIVIL ENG HYDRAULICS, V6
[5]  
Georgii - Z HELEZNYAKOV., 1971, Proceedings of the International Association for Hydraulic Research Congress, V5, pags, P144
[6]  
HADJIPANOS P, 1980, THESIS U LONDON
[7]  
Knight D., 2005, River basin modelling for flood risk mitigation
[8]  
KNIGHT DA, 1983, J HYDRAUL ENG-ASCE, V110, P1412
[9]   TURBULENCE MEASUREMENTS IN A SHEAR-LAYER REGION OF A COMPOUND CHANNEL [J].
KNIGHT, DW ;
SHIONO, K .
JOURNAL OF HYDRAULIC RESEARCH, 1990, 28 (02) :175-196
[10]  
LIU H, 2008, J FLUIDS STRUC UNPUB