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一种稳定的移动粒子半隐式法
  • 期刊名称:水动力学研究与进展(A辑)
  • 时间:0
  • 页码:239-246
  • 语言:中文
  • 分类:X143[环境科学与工程—环境科学] TV131[水利工程—水力学及河流动力学]
  • 作者机构:[1]浙江大学工程与科学计算研究中心,浙江大学航空航天学院,杭州310027
  • 相关基金:国家自然科学基金项目(10876036,10872182)和浙江省科技厅项目(2009C31112)
  • 相关项目:面向复杂流体模拟数据的特征提取技术研究
中文摘要:

该文提出了一种稳定的移动粒子半隐式法(MPS)。分析了MPS方法求解封闭区域流动的有解条件、自由面流动中粒子以较大速度撞击壁面或液面时出现的不稳定现象。为了解决这些问题,提出了Navier-Stokes方程新的求解算法和自由面边界处理方法。改进后的MPS方法提高了计算的稳定性,采用该方法成功模拟了自由面流动的溃坝现象,从而验证了该方法的有效性。

英文摘要:

The objective of this study is to propose a stable moving particle semi-implicit (MPS) method for the fluid dynamics analysis. The solvable condition for the MPS simulations was investigated in an enclosed calculation region and the reason for the numerical instability was analyzed when the MPS particles knock at the solid wall or liquid surface is with a relatively large velocity. A new solution algorithm and boundary treatment methods for the free surface were developed to solve the Navier-Stokes equations. The modified MPS method greatly improves the numerical calculation stability. It has been employed to stably simulate the broken-dam phenomena. The results verify that the modified MPS method is very effective for the fluid dynamics analysis.

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