DMRPar: A Dynamic Mesh Repartitioning Scheme for Dam Break Simulations in OpenFOAM

Miao Wang, Xiaoguang Ren, Chao Li, Zhiling Li
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引用次数: 1

Abstract

For parallel dam break simulations in OpenFOAM (Open Source Field Operation and Manipulation), the core procedure is solving linear systems using iterative methods and the iterative convergence rate is significant to the overall efficiency. A dynamic mesh repartitioning scheme DMRPar (Dynamic Mesh Re-Partitioning) considering the iterative convergence feature is implemented in OpenFOAM. Given that the numerical characteristics of linear systems change a lot along with the complex flow field, DMRPar takes linear system information from the previous timestep into account for the repartitioning at the current timestep. The implementation reuses current mesh topology in OpenFOAM and calculates distributed adjacency graph structure for the mesh. The repartitioning heuristic is based on a general multi-level parallel graph partitioning package called ParMetis. Numerical results on two typical dam break simulations show that DMRPar outperforms the traditional static partitioning method significantly in the total simulation time.
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DMRPar: OpenFOAM溃坝模拟的动态网格重划分方案
对于OpenFOAM (Open Source Field Operation and Manipulation)中的并行溃坝模拟,其核心步骤是采用迭代方法求解线性系统,迭代收敛速度对整体效率具有重要意义。在OpenFOAM中实现了一种考虑迭代收敛特性的动态网格重分区方案DMRPar (dynamic mesh Re-Partitioning)。考虑到线性系统的数值特征会随着复杂流场的变化而发生很大的变化,DMRPar在当前时间步长重新划分时考虑了前一时间步长的线性系统信息。该实现重用OpenFOAM中现有的网格拓扑结构,并计算网格的分布式邻接图结构。重分区启发式算法基于一个称为ParMetis的通用多级并行图分区包。两个典型溃坝模拟的数值结果表明,DMRPar方法在总模拟时间上明显优于传统的静态划分方法。
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