Reynolds stress modelling of rectangular open-channel flow

被引:38
作者
Kang, Hyeongsik [1 ]
Choi, Sung-Uk [1 ]
机构
[1] Yonsei Univ, Sch Civil & Environm Engn, Seoul 120749, South Korea
关键词
open-channel flows; turbulence; Reynolds stress model; secondary currents; inner secondary currents; budget analysis;
D O I
10.1002/fld.1157
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A Reynolds stress model for the numerical simulation of uniform 3D turbulent open-channel flows is described. The finite volume method is used for the numerical solution of the flow equations and transport equations of the Reynolds stress components. The overall solution strategy is the SIMPLER algorithm, and the power-law scheme is used to discretize the convection and diffusion terms in the governing equations. The developed model is applied to a flow at a Reynolds number of 77000 in a rectangular channel with a width to depth ratio of 2. The simulated mean flow and turbulence structures are compared with measured and computed data from the literature. The computed flow vectors in the plane normal to the streamwise direction show a small vortex, called inner secondary currents, located at the juncture of the sidewall and the free surface as well as the free surface and bottom vortices. This small vortex causes a significant increase in the wall shear stress in the vicinity of the free surface. A budget analysis of the streamwise vorticity is carried out. It is found that both production terms by anisotropy of Reynolds normal stress and by Reynolds shear stress contribute to the generation of secondary currents. Copyright (c) 2006 John Wiley & Sons, Ltd.
引用
收藏
页码:1319 / 1334
页数:16
相关论文
共 49 条
[1]  
Basara B., 1995, IND ENV APPL FLUID M, V221, P27
[2]   Turbulent flow over step with rounded edges: Experimental and numerical study [J].
Bravo, HR ;
Zheng, YH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (01) :82-85
[3]   Large-eddy simulations of ducts with a free surface [J].
Broglia, R ;
Pascarelli, A ;
Piomelli, U .
JOURNAL OF FLUID MECHANICS, 2003, 484 :223-253
[4]   Turbulence model for water flow over two-dimensional bed forms [J].
Cheong, HF ;
Xue, H .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (05) :402-409
[5]  
CHOI SU, 2001, 8 INT S FLOW MOD TUR
[6]   2ND-ORDER CLOSURE STUDY OF OPEN-CHANNEL FLOWS [J].
COKLJAT, D ;
YOUNIS, BA .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (02) :94-107
[7]  
Cokljat D., 1993, THESIS CITY U LONDON
[8]   TRANSPORT EQUATIONS IN TURBULENCE [J].
DALY, BJ ;
HARLOW, FH .
PHYSICS OF FLUIDS, 1970, 13 (11) :2634-&
[9]   CALCULATION OF TURBULENCE-DRIVEN SECONDARY MOTION IN NON-CIRCULAR DUCTS [J].
DEMUREN, AO ;
RODI, W .
JOURNAL OF FLUID MECHANICS, 1984, 140 (MAR) :189-222
[10]  
DEMURENA O, 1993, J FLUIDS ENG, V115, P5