Research Article
Jan 1975

Study of Fluid Movements through Causeway

Publication: Journal of the Hydraulics Division
Volume 101, Issue 1

Abstract

The movements of fluid through the fills of a causeway are examined by a numerical model. In the mathematical formulation, a two-fluid flow system through an inhomogeneous and anisotropic porous medium is assumed. Governing equations are solved iteratively by the finite element method using quadratic isoparametric elements. In the actual computations, the porous medium is considered to be isotropic and homogeneous so that the positions of numerically calculated phreatic surface and the interface could be compared with those of the Hele-Shaw experiment. Both the calculations and the Hele-Shaw model show the existence of a counter-flowing fluids system, and their results are in good agreement. Ratios of the total discharges in each directions are also computed.

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Journal of the Hydraulics Division
Volume 101Issue 1January 1975
Pages: 155 - 165

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Published in print: Jan 1975
Published online: Feb 3, 2021

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Ralph Ta-Shun Cheng, M.ASCE
Hydro., Water Resources Div., U.S. Geological Survey, Menlo Park, Calif.; formerly, Assoc. Prof., Faculty of Engrg. and Applied Sci., State Univ. of New York at Buffalo, Buffalo, N.Y.
Min-Hsiung Hu
Research Assoc., Tampa Div., Westinghouse, Tampa, Fla.

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