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A HYDRODYNAMIC LARGE-EDDY SIMULATION-MODEL USING DIRECTIONAL EDDY VISCOSITY METHOD IN VERTICAL DIRECTION
引用本文:Zhan Jie-minDept. of Applied Mechanics and Engineering,Zhangshan University,Guangzhou 510275,P. R. ChinaY.S.LiDept.of Civil & Structural Engineering,The Hong Kong Polytechnic University,Hong Kong. A HYDRODYNAMIC LARGE-EDDY SIMULATION-MODEL USING DIRECTIONAL EDDY VISCOSITY METHOD IN VERTICAL DIRECTION[J]. 水动力学研究与进展(B辑), 1998, 0(1)
作者姓名:Zhan Jie-minDept. of Applied Mechanics and Engineering  Zhangshan University  Guangzhou 510275  P. R. ChinaY.S.LiDept.of Civil & Structural Engineering  The Hong Kong Polytechnic University  Hong Kong
作者单位:Zhan Jie-minDept. of Applied Mechanics and Engineering,Zhangshan University,Guangzhou 510275,P. R. ChinaY.S.LiDept.of Civil & Structural Engineering,The Hong Kong Polytechnic University,Hong Kong
摘    要:A non-linear turbulent hydrodynamic model was proposed by Zhan and Li(1993)using the large eddy simulation approach and directional eddy viscosity method.The model is simplified in this paper and is applied to the problem of a side discharge into open-channel flow,where a reeireulation zone develops downstream of the discharge.The numerical results are compared with experimental results(Strazisar and Prahl(1973)and Mikhail,Chu,and Savage(1975))and previous numerical results obtained using a k-εmodel(McGuirk and Rodi,1978).The agreement is good.


A HYDRODYNAMIC LARGE-EDDY SIMULATION-MODEL USING DIRECTIONAL EDDY VISCOSITY METHOD IN VERTICAL DIRECTION
Zhan Jie-minDept. of Applied Mechanics and Engineering,Zhangshan University,Guangzhou ,P. R. ChinaY.S.LiDept.of Civil , Structural Engineering,The Hong Kong Polytechnic University,Hong Kong. A HYDRODYNAMIC LARGE-EDDY SIMULATION-MODEL USING DIRECTIONAL EDDY VISCOSITY METHOD IN VERTICAL DIRECTION[J]. Journal of Hydrodynamics, 1998, 0(1)
Authors:Zhan Jie-minDept. of Applied Mechanics  Engineering  Zhangshan University  Guangzhou   P. R. ChinaY.S.LiDept.of Civil & Structural Engineering  The Hong Kong Polytechnic University  Hong Kong
Affiliation:Zhan Jie-minDept. of Applied Mechanics and Engineering,Zhangshan University,Guangzhou 510275,P. R. ChinaY.S.LiDept.of Civil & Structural Engineering,The Hong Kong Polytechnic University,Hong Kong
Abstract:A non-linear turbulent hydrodynamic model was proposed by Zhan and Li (1993) using the large eddy simulation approach and directional eddy viscosity method. The model is simplified in this paper and is applied to the problem of a side discharge into open-channel flow,where a recirculation zone develops downstream of the discharge. The numerical results are compared with experimental results (Strazisar and Prahl (1973) and Mikhail, Chu, and Savage (1975)) and previous numerical results obtained using a k-model (McGuirk and Rodi, 1978). The agreement is good.
Keywords:large eddy simulation   3-D numerical model   turbulence   hydrodyna-mice
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