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Application of Parallel Computation to 3D Two-Phase Flow Modeling

机译:并行计算在3D两相流建模中的应用

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摘要

A 3D two-phase flow model is developed to deal with the free surface problems by the surface capturing method. The numerical approach to solve the governing equations is based on the finite volume method for space discretization. To take into account the discontinuity properties of fluid density near the free surface, the TVD-MUSCL scheme is employed to overcome unphysically numerical oscillations. On the other hand, the explicit 4-stage Runge-Kutta scheme is employed in the model for discretization in time. In order to enhance the computational efficiency of the model for simulations of 3D large-scale and complicated geometry problems, the domain decomposition method based on multi-block grid system is adopted and incorporated with message passing interface (MPI) library for parallel computation in this study. The experimental data of the dam-break problem are used to validate the proposed model with parallel computation for unsteady flow problem. The comparison of the efficiency of parallel computation under different grid numbers is presented and discussed. In addition, the model is applied to simulate the oblique hydraulic jump in the contracted entrance of the Yuan-Shan-Tzu flood diversion channel for steady flow problem. The influence of different zonal strategies on the computational time is also investigated.
机译:建立了一个3D两相流模型,通过表面捕获方法处理自由表面问题。求解控制方程的数值方法是基于空间离散化的有限体积方法。考虑到自由表面附近流体密度的不连续性,采用TVD-MUSCL方案来克服非物理上的数值振荡。另一方面,在模型中采用了显式的4阶Runge-Kutta方案来进行时间离散化。为了提高模型对3D大型复杂几何问题的仿真效率,本文采用基于多块网格系统的域分解方法,并结合消息传递接口(MPI)库进行并行计算。研究。利用大坝溃坝问题的实验数据,对非定常流动问题进行了并行计算,验证了所提出的模型。提出并讨论了不同网格数下并行计算效率的比较。此外,该模型还用于模拟源山-洪灾分洪河道收缩口的斜向水力跃迁,以解决稳定水流问题。还研究了不同分区策略对计算时间的影响。

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