Modelling groundwater changes due to fluctuating dam discharge

DOI10.1016/0307-904X(94)90391-3zbMath0816.76044MaRDI QIDQ1344695

V. Pereyra

Publication date: 16 March 1995

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

zbMATH Keywords

Laplace equationfree surfaceBiot's consolidation theoryColorado RiverGlen Canyon Damsand bar

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Flows in porous media; filtration; seepage (76S05) Boundary element methods applied to problems in fluid mechanics (76M15) Finite element methods applied to problems in fluid mechanics (76M10)

Related Items

A solution to transient seepage in unsaturated porous media

Cites Work

• An investigation of the stability of numerical solutions of Biot's equations of consolidation
• Flow through porous media: A procedure for locating the free surface
• Finite element residual schemes for unconfined flow
• Finite element free surface seepage analysis without mesh iteration
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