Two-dimensional flow through large numbers of circular inhomogeneities

被引:66
作者
Barnes, R [1 ]
Jankovic, I [1 ]
机构
[1] Univ Minnesota, Dept Civil Engn, Minneapolis, MN 55455 USA
关键词
groundwater; analytic element method; overspecification; circular inhomogeneity;
D O I
10.1016/S0022-1694(99)00142-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An implicit analytic solution is presented for two-dimensional groundwater flow through a large number of non-intersecting circular inhomogeneities in the hydraulic conductivity. The locations, sizes and conductivity of the inhomogeneities may be arbitrarily selected. The influence of each inhomogeneity is expanded in a series that satisfies the Laplace equation exactly. The unknown coefficients in this expansion are related to the coefficients in the expansion of the combined discharge potential from all other elements. Using a least squares formulation for the boundary conditions and an iterative algorithm, solutions can be obtained fur a very large number of inhomogeneities (e.g. 10,000) on a personal computer to any desired precision, up to the machine's limit, Such precision and speed allows the development of a numerical laboratory fur investigating two-dimensional flow and convective transport. (C) 1999 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:204 / 210
页数:7
相关论文
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Jankovic, I ;
Barnes, R .
JOURNAL OF HYDROLOGY, 1999, 226 (3-4) :224-233
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SALISBURY ML, 1992, THESIS U MINNESOTA M
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