机构地区:[1]College of Water Conservancy and Civi, Engineering, China Agricultural University, Beijing 100083, China [2]College of Water Conservancy and Civil Engineering, China Agricultural University, Beijing 100083, China [3]Yellow River Institute of Hydraulic Research, Zhengzhou 450003, China [4]State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
出 处:《Journal of Hydrodynamics》2010年第2期196-206,共11页水动力学研究与进展B辑(英文版)
基 金:supported by the National Natural Science Foundation of China (Grant No. 50779069);the Beijing Natural Science Foundation (Grant No. 3083022);the Open Fund of Key Laboratory of Yellow River Sediment Research of the Ministry of Water Resources (Grant No. 200903);the National Science and Technology Supporting Programs in the 11th Five-Year Plan (Grant No. 2006BAB06B02);the Chinese Universities Scientific Fund (Grant Nos. 2009-1-90, 2009-2-12);the Program for Changjiang Scholars and Innovative Research Team in University (Grant No. PCSIRT0657)
摘 要:A 2-D Lattice Boltzmann Method(LBM) coupled with a Sub-Grid Stress(SGS) model is proposed and validated by flows around a non-submerged spur dike in a channel.And then the LBM-SGS model is further applied to flows in a pumping-station forebay.Shallow water equations are numerically solved by the LBM and the turbulence can be taken into account and modeled efficiently by the Large Eddy Simulation(LES) model.The bounce-back scheme of the non-equilibrium part of the distribution function is used at the inlet boundary,the normal gradient of the distribution function is set as zero at the outlet boundary and the bounce-back scheme is applied to the solid wall to ensure non-slip boundary conditions.Firstly,the model successfully predicts the flow characteristics around a spur dike,such as circulating flow,velocity and water depth distributions.The results are verified by the experimental data and compared to the results obtained by conventional Smagoringsky Model(SM) of LES.Finally,the LBM-SGS model is used to further predict the flow characteristics in a forebay,such as secondary flow and water level.The comparisons show that the model scheme has the capacity to simulate complex flows in shallow water with reasonable accuracy and reliability.A 2-D Lattice Boltzmann Method(LBM) coupled with a Sub-Grid Stress(SGS) model is proposed and validated by flows around a non-submerged spur dike in a channel.And then the LBM-SGS model is further applied to flows in a pumping-station forebay.Shallow water equations are numerically solved by the LBM and the turbulence can be taken into account and modeled efficiently by the Large Eddy Simulation(LES) model.The bounce-back scheme of the non-equilibrium part of the distribution function is used at the inlet boundary,the normal gradient of the distribution function is set as zero at the outlet boundary and the bounce-back scheme is applied to the solid wall to ensure non-slip boundary conditions.Firstly,the model successfully predicts the flow characteristics around a spur dike,such as circulating flow,velocity and water depth distributions.The results are verified by the experimental data and compared to the results obtained by conventional Smagoringsky Model(SM) of LES.Finally,the LBM-SGS model is used to further predict the flow characteristics in a forebay,such as secondary flow and water level.The comparisons show that the model scheme has the capacity to simulate complex flows in shallow water with reasonable accuracy and reliability.
关 键 词:2-D flow shallow water equation Lattice Boltzmann Method(LBM) Large Eddy Simulation(LES) non-submerged spur dike pumping-station forebay
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