Abstract
In this paper we give a mathematical analysis with numerical computation for a groundwater flow problem described by an elliptic equation of the form ∇ · (edx∇φ(x, z)) = 0, d ≥ 0 in a semi-infinite vertical region bounded on top by a sloping sinusoidal curve, under given boundary conditions. φ(x, z) represents the hydraulic head and edx represents the relative hydraulic conductivity (or permeability). We reduce the problem to an infinite system of linear equations using the method of separation of variables and construction of a Grammian matrix. Truncation of this system yields an approximate solution that gives the best match on the top boundary. Computational results for some typical parameters are presented.
Original language | English |
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Pages (from-to) | 263-271 |
Number of pages | 9 |
Journal | Numerical Functional Analysis and Optimization |
Volume | 21 |
Issue number | 1-2 |
DOIs | |
State | Published - 2000 |
Keywords
- Elliptic PDE
- Groundwater flow
- Modified bessel functions
ASJC Scopus subject areas
- Analysis
- Signal Processing
- Computer Science Applications
- Control and Optimization