Saturated-unsaturated Seepage Analysis by Boundary Element Method

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Seepage Analysis through Rockfill Dams by Finite Element Method in a Fixed Gird

In this paper, Forchheimer equation is used as the constitutive equation for flow through rockfill, and the non-linear two-dimensional governing equation with free surface is solved by a new finite element method in a fixed grid. The model is verified by applying it to different flow conditions. The first scenario, which is assumed to be one-dimensional with analytical solution available for it...

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Seepage Analysis through Rockfill Dams by Finite Element Method in a Fixed Gird

In this paper, Forchheimer equation is used as the constitutive equation for flow through rockfill, and the non-linear two-dimensional governing equation with free surface is solved by a new finite element method in a fixed grid. The model is verified by applying it to different flow conditions. The first scenario, which is assumed to be one-dimensional with analytical solution available for it...

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ژورنال

عنوان ژورنال: Landslides

سال: 1990

ISSN: 1884-3956,0285-2926

DOI: 10.3313/jls1964.27.11