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APPLICATION OF LBM-SGS MODEL TO FLOWS IN A PUMPING-STATION FOREBAY 被引量:12

APPLICATION OF LBM-SGS MODEL TO FLOWS IN A PUMPING-STATION FOREBAY
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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.
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 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)
关键词 2-D flow shallow water equation Lattice Boltzmann Method(LBM) Large Eddy Simulation(LES) non-submerged spur dike pumping-station forebay 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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