计算物理 ›› 2009, Vol. 26 ›› Issue (5): 665-670.

• 研究论文 • 上一篇    下一篇

渗流自由面分析的比例边界有限元法

李凤志   

  1. 南京航空航天大学航空宇航学院, 江苏 南京 210016
  • 收稿日期:2008-04-08 修回日期:2008-10-20 出版日期:2009-09-25 发布日期:2009-09-25
  • 作者简介:李凤志(1975-),男,黑龙江绥棱县,副教授,博士.从事工程中的热、质传递现象建模与数值仿真工作.
  • 基金资助:
    国家自然科学基金(50706017);南航引进人才科研启动基金(S0717-014)资助项目

Scaled Boundary Finite-element Method for Seepage Free Surfaces Analysis

LI Fengzhi   

  1. College of Aerospace Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
  • Received:2008-04-08 Revised:2008-10-20 Online:2009-09-25 Published:2009-09-25

摘要: 为确定渗流自由面,利用比例边界有限元法对二维稳定渗流场进行分析.通过比例坐标与直角坐标之间的转换,推导渗流问题的比例边界有限元方程.利用比例边界有限元空间降低一个维度,并在降维方向保持解析的特点,只对求解域边界进行离散.当比例中心选在坝体上游直线边界和坝体下面不可渗透直线边界交点时,只需离散自由面及其下游边界.并给出一种控制溢出点的控制点法.对二维坝体的稳态渗流场自由面问题进行分析并与实验结果比较.结论表明,该方法收敛快、结果较精确、数据准备工作量小.

关键词: 渗流, 自由面, 比例边界有限元

Abstract: A scaled boundary finite-element method(SBFEM) is used for determining free surfaces in two-dimensional steady-state seepage problems.Equations of SBFEM for a seepage problem are derived with a transformation from Cartesian coordinates to scaled coordinates.Governing equations are discretized on boundary of computational domain by SBFEM,which reduces spatial dimension by one,and analytical procedure is applied in the reduced direction.As scaled centre is at intersection point of upstream and impermeable straight boundary of the dam bottom,only free surface and its downstream boundaries are discretized.A governing point method is used to control overflow point in the free surface.A 2-D steady seepage with a free surface in a homogeneous dam is analyzed and compared with experimental result.It shows that the method has satisfactory convergence,accuracy and less amount of data preparation.

Key words: seepage problem, free surface, scaled boundary finite-element

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