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PANS方法在双圆柱绕流数值模拟中的性能分析 被引量:3
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作者 杜若凡 阎超 罗大海 《北京航空航天大学学报》 EI CAS CSCD 北大核心 2015年第8期1374-1380,共7页
PANS方法以传统的雷诺平均Navier-Stokes(RANS)方程为模板,引入控制参数对原方程进行修改,是一类能够有效模拟分离湍流流动的混合方法.采用基于Menter剪切应力输运(SST)湍流模型的PANS方法,选取双圆柱绕流作为研究对象,分析双圆柱流动结... PANS方法以传统的雷诺平均Navier-Stokes(RANS)方程为模板,引入控制参数对原方程进行修改,是一类能够有效模拟分离湍流流动的混合方法.采用基于Menter剪切应力输运(SST)湍流模型的PANS方法,选取双圆柱绕流作为研究对象,分析双圆柱流动结构,验证方法的准确性与可靠性,考察PANS方法中模型参数选取对于计算结果的影响,评估不同类型PANS方法的性能.研究表明:模化湍动能比例这一模型参数对计算结果有显著影响,且计算域内统一的模型参数取值难以处理复杂流动问题.在此基础上使方法中模化湍动能比例取值随流场物理信息和网格尺度变化,所得结果与SST DES计算结果及实验结果吻合较好,表明该方法适用于复杂湍流数值模拟. 展开更多
关键词 双圆柱 湍流 pans 模化湍动能比例 计算流体动力学(CFD)
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A PARTIALLY-AVERAGED NAVIER-STOKES MODEL FOR HILL AND CURVED DUCT FLOW 被引量:2
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作者 MA Jia-mei WANG Fu-jun YU Xin LIU Zhu-qing 《Journal of Hydrodynamics》 SCIE EI CSCD 2011年第4期466-475,共10页
Turbulent flows past hill and curved ducts exist in many engineering applications. Simulations of the turbulent flow arc carried out based on a newly developed technique, the Partially-Averaged Navier-Stokes (PANS) ... Turbulent flows past hill and curved ducts exist in many engineering applications. Simulations of the turbulent flow arc carried out based on a newly developed technique, the Partially-Averaged Navier-Stokes (PANS) model, including separation, recirculation, reattachment, turbulent vortex mechanism. The focus is on how to accurately predict typical separating, reattaching and secondary motion at a reasonable computational expense. The effect of the parameter, the unresolved-to-total ratio of kinetic energy ( fk ), is examined with a given unresolved-to-total ratio of dissipation ( fE ) for the hill flow with a much coarser grid system than required by the LES. An optimal value of fk can be obtained to predict the separation and reattachment locations and for more accurate simulation of the resolved turbulence. In addition, the turbulent secondary motions are captured by a smaller fi as compared with the RANS method with the same grid. 展开更多
关键词 partially-averaged navier-stokes pans flow separation recirculation REATTACHMENT resolved turbulence
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