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 language | English (US) |
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Pages (from-to) | 2233-2250 |
Number of pages | 18 |
Journal | ASCE J Hydraul Div |
Volume | 99 |
Issue number | HY12 |
State | Published - 1973 |
ASJC Scopus subject areas
- General Engineering