计算物理 ›› 2010, Vol. 27 ›› Issue (2): 173-180.

• 论文 • 上一篇    下一篇

溃坝流的光滑粒子法模拟

杨秀峰1,2, 彭世镠1   

  1. 1. 中国科学院力学研究所高温气体动力重点实验室, 北京 100190;
    2. 中国科学院研究生院, 北京 100190
  • 收稿日期:2008-10-10 修回日期:2009-04-14 出版日期:2010-03-25 发布日期:2010-03-25
  • 作者简介:杨秀峰(1985-),男,安徽濉溪,博士生,从事计算流体力学研究.

Simulation of Dam-break Flow with SPH Method

YANG Xiufeng1,2, PENG Shiliu1   

  1. 1. LHD, Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China;
    2. The Graduate University of Chinese Academy of Sciences, Beijing 100190, China
  • Received:2008-10-10 Revised:2009-04-14 Online:2010-03-25 Published:2010-03-25

摘要: 用光滑粒子法模拟几种情况的溃坝流动,对坝外无水和有水的情况进行二维模拟,对坝外有立柱的情况进行三维模拟.流动控制方程采用雷诺平均方程模拟溃坝流动的湍流效应,采用混合长度形式的涡粘模式对控制方程进行封闭,推导其相应的光滑粒子形式的方程.模拟结果表明,数值模拟的流动特征与实验结果符合得非常好,说明发展的光滑粒子法有效.

关键词: 溃坝流, 光滑粒子法, 湍流, 自由液面

Abstract: A smoothed particle hydrodynamics (SPH) method for turbulence is used to simulate dam-break flows. Several 2D and 3D dam-break flows are simulated. For turbulent effects, Reynolds-averaged Navier-Stokes equation together with eddy viscosity assumption are used. SPH results are in good agreement with reported experimental results.

Key words: Dam-break flow, SPH method, turbulence, free surface flow

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