Research Article
Jan 1975
Study of Fluid Movements through Causeway
Authors: Ralph Ta-Shun Cheng, M.ASCE, and Min-Hsiung HuAuthor Affiliations
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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Published In
Journal of the Hydraulics Division
Volume 101 • Issue 1 • January 1975
Pages: 155 - 165
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jan 1975
Published online: Feb 3, 2021
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Authors
Affiliations
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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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.