溃坝水流的两相MPS方法

Xiao Wen, D. Wan
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引用次数: 0

摘要

本文采用两相运动粒子半隐式方法对溃坝问题进行了数值模拟。首先,将单相MPS法扩展为两相MPS法。该方法将多相体系看作是一种多密度、多粘度的流体,可以用一套方程来描述整个体系。通过应用颗粒间粘度和密度平滑技术,考虑了不同相颗粒之间的相互作用。将两相MPS方法成功地应用于突发性溃坝问题。将单相法和两相法的数值计算结果与公开文献中的实验结果进行了比较。分析了空腔的特性,包括空腔内的压力和空腔的形状变形。
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Two-Phase MPS Method for Dam-Break Flows
In this paper, the dam-break problem is numerically simulated using two-phase moving particle semi-implicit (MPS) method. Firstly, the two-phase MPS method is extended from single-phase MPS method. The present method treats the multiphase system as a multi-density and multi-viscosity fluid, and a single set of equations could be used for the whole system. The interaction between particles of different phases is considered through the applications of inter-particle viscosity and density smoothing technique. The two-phase MPS method is then successfully applied to violent dam-break problem. The numerical results obtained by single-phase and two-phase method are both compared with experimental results in the open literature. The characteristics of air cavity are analyzed, including the pressure inside the cavity and the cavity shape deformation.
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