2005
DOI: 10.1002/fld.1033
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Steady filtration problems with seawater intrusion: macro‐hybrid penalized finite element approximations

Abstract: SUMMARYMacro-hybrid penalized ÿnite element approximations are studied for steady ÿltration problems with seawater intrusion. On the basis of nonoverlapping domain decompositions with vertical interfaces, sections of coastal aquifers are decomposed into subsystems with simpler geometries and small scales, interconnected via transmission conditions of pressure and ux continuity. Corresponding local penalized formulations are derived from the global penalized variational formulation of the two-free boundary ow p… Show more

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Cited by 3 publications
(7 citation statements)
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“…With respect to the series of Darcy flow examples, we should mention that parallel penalty-duality algorithms have been proved to be very efficient in [6], as well as for related filtration problems with seawater intrusion in [5].…”
Section: Three-field Macro-hybrid Mixed Internal Discretizationsmentioning
confidence: 99%
“…With respect to the series of Darcy flow examples, we should mention that parallel penalty-duality algorithms have been proved to be very efficient in [6], as well as for related filtration problems with seawater intrusion in [5].…”
Section: Three-field Macro-hybrid Mixed Internal Discretizationsmentioning
confidence: 99%
“…Following our previous study [15], we take into account the fundamental macro-hybrid compatibility property of the Dirichlet internal boundary trace operators [ À e ],…”
Section: Macro-hybrid Penalized Mixed Variational Formulationmentioning
confidence: 99%
“…There, on the basis of nonoverlapping domain decompositions, with dualized transmission conditions, across vertical interfaces, finite element schemes, defined on non-matching grids, as well as parallel relaxation penalty-duality algorithms, were considered. As demonstrated in [15], the verticality of the subdomain interfaces turns out to be an essential constraint for spatial decompositions, in order to guarantee well-posedness of corresponding local flow subproblems.…”
Section: Introductionmentioning
confidence: 98%
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