Abstract
A direct time domain Boundary Element Method (BEM) is applied to the groundwater flow problem in a 2-D unconfined coastal aquifer. A time marching numerical scheme and quasi-steady state approximations are utilized in the proposed solution. Numerical examples and a comparison study is presented.
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References
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Rizos, D.C., “Direct Time Domain BEM Solutions of 2-D Groundwater Problems Governed by Laplace’s Equation,” M.S. Thesis, University of South Carolina, Columbia, SC, 1989.
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© 1991 Computational Mechanics Publications
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Rizos, D.C., Karabalis, D.L. (1991). 2-D Steady State and Transient Analysis of Salt Water Intrusion into Coastal Aquifers by a Direct Time Domain BEM. In: Brebbia, C.A., Gipson, G.S. (eds) Boundary Elements XIII. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3696-9_25
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DOI: https://doi.org/10.1007/978-94-011-3696-9_25
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-85166-696-6
Online ISBN: 978-94-011-3696-9
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