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HYDRODYNAMIC SIMULATION BASED ON A FAST PARTICLE LEVEL SET METHOD

机译:基于快速粒子水平集法的水动力模拟

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In this paper, we will apply the fast particle level set method (Enright et al., 2002) to the free surface tracking in solving the incompressible Reynolds equations with free surface boundary conditions. To save computational time, the semi-Langrangian technique (Strain, 1999) is employed in solving the level set equation and the fast-marching technique (Sethian, 1996) is adopted in the reinitialization of the level set function. In the hydraulic model, the Reynolds equations are closed by the k-ε turbulence model and the BICG technique is used to solve the Poisson equation. The established numerical flow model is verified by comparison of the simulated result of water pressure with measured data on a vertical wall standing in the midway of water column collapsing.
机译:在本文中,我们将快速粒子能级设置方法(Enright等,2002)应用于自由表面跟踪,以求解具有自由表面边界条件的不可压缩的雷诺方程。为了节省计算时间,使用半朗格朗日技术(Strain,1999)求解水平集方程,并采用快速行进技术(Sethian,1996)重新初始化水平集函数。在水力模型中,雷诺方程由k-ε湍流模型封闭,BICG技术用于求解泊松方程。通过将水压的模拟结果与水柱塌陷中途的垂直壁上的测量数据进行比较,验证了所建立的数值流模型。

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