具有自由边界的二维渗流问题
Free Boundary Problem of the 2D Seepage Flow
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摘要: 渗流的自由边界问题是工程上很受关注的问题。现有的数值分析方法需事先估计边界形态,逐次逼近。本文采用“变分不等式”的模式,结合有限元方法研究有自由边界的渗流问题,在整个结构区域内作有限元剖分,避免了传统的有限元分析中估计自由边界、反复修正计算区域的迭代过程。本文方法为简单而快速地分析渗流自由边界问题提供了一条有效的途径。Abstract: The free boundary of the seepage flow is a problem of close consideration in engineering. So far. an estimation of the wet set region usually needs a priori beforethe numerical analysis. and the configuration of the free boundary is then obtained by Successive approximation, The authors of this paper benefit from a new mathematical expression——The variational Inequality——to formulate the free boundary problem,which is then solved by the finite element method Instead of the conventional way of discretization, here finite element mesh is generated in the entere domain of thestudied medin and the free boundary of the seepage region can be defined directlywithout any process of iteration. The investigation gives a new effective scheme for the seepage flow analysis.
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Key words:
- scepagc flowvariational inequality /
- finite element method /
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[1] 战同胜、罗远铨.坝体渗流自由变值问题的一个解法,数学研究与评论.(4) (1991), 595-599 [2] 黄少云,关于非均质水坝问题,数学学报,31(1) (1988), 137-144 [3] J. Carrillo and M,Chipot, On the dam problem, J. Differential Equations 45 (1982),234-271. [4] H. W. Alt, Numerical solution of steady-stale porous flow free boundary problems, Nunrer. Math, 361 (1981),73-98.
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