SATURATED-UNSATURATED SEEPAGE BY FINITE ELEMENTS.

Research output: Contribution to journalArticle

269 Scopus citations

Abstract

A Galerkin-type finite element method is employed to solve the quasilinear partial differential equations of transient seepage in saturated-unsaturated porous media. The resulting computer program is capable of handling nonuniform flow regions having complex boundaries and arbitrary degrees of local anisotropy. Flow can take place in a vertical plane, in a horizontal plane, or in a three-dimensional system with radial symmetry.

Original languageEnglish (US)
Pages (from-to)2233-2250
Number of pages18
JournalASCE J Hydraul Div
Volume99
Issue numberHY12
StatePublished - Jan 1 1973

ASJC Scopus subject areas

  • Engineering(all)

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