基于流体体积法和浸入边界法的粘性二相流模型对带障碍物溃坝的数值模拟
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TP391.9

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国家自然科学基金(51009069)以及华南理工大学中央高校基本科研业务费(2012ZZ0097)


Numerical Simulation of Breaking Dam with an Obstacle Using Viscous Two-phase Model Based on Immersed Boundary Method and Volume of Fluid Method
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National Natural Science Foundation of China (51009069) and the Fundamental Research Funds for the Central Universities -South China University of Technology, Ministry of Education of China (2012ZZ0097)

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    摘要:

    本研究提出了一种基于浸入边界法(IBM)和流体体积法(VOF)的粘性二相流的数值模型。其中,IBM用于处理流体中的固体边界的影响,VOF用来捕捉自由液面。由于自由液面处流体的密度和粘性系数是变化的,所以,在流场控制方程中将密度和粘性系数也当作变量来处理。基于该模型,对带障碍物的溃坝这个经典的问题进行了数值模拟,并将数值模拟结果与其他研究者的试验及模拟结果进行了对比分析,验证了该数值模型的有效性和实用性。

    Abstract:

    A viscous two-phase numerical model based on the Immersed Boundary Method (IBM) and Volume of Fluid (VOF) method has been employed. In this model, the direct-forcing IBM and VOF method are applied to present the rigid boundary and capture the free surface respectively. Due to change of density and viscosity on the free surface, the density and viscosity are regarded as variables in the governing equations. The feasibility and accuracy of model are validated by simulating the dam-break with an obstacle. The simulation results agree well with other researcher's simulation results and experimental observation.

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辜坚. 基于流体体积法和浸入边界法的粘性二相流模型对带障碍物溃坝的数值模拟[J]. 科学技术与工程, 2013, 13(8): .
Gu Jian. Numerical Simulation of Breaking Dam with an Obstacle Using Viscous Two-phase Model Based on Immersed Boundary Method and Volume of Fluid Method[J]. Science Technology and Engineering,2013,13(8).

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历史
  • 收稿日期:2012-10-23
  • 最后修改日期:2012-11-28
  • 录用日期:2012-11-20
  • 在线发布日期: 2013-02-20
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