A two- dimensional finite element method is used to study the problem of steady-state unconfined seepage due to rainfall through porous media. The method is based on the finite element residnal scheme. Homogeneous and nonhomogeneous soil domains are considered and solved numerically. Numerical results are compared with that obtained from the analytical approximations to be in the same order of magnitude. To facilitate its practical use, the scheme has been programmed for computer solution using FORTRAN-IV language.
Moharam, S., & El-Masry, A. (2021). Application of Finite Element Residual Scheme to Steady Unconfined Flow Subject to Rainfall.. MEJ- Mansoura Engineering Journal, 22(3), 45-56. doi: 10.21608/bfemu.2021.150921
MLA
Saad Hamed Saad Moharam; Adel Abdo Bayoumi El-Masry. "Application of Finite Element Residual Scheme to Steady Unconfined Flow Subject to Rainfall.". MEJ- Mansoura Engineering Journal, 22, 3, 2021, 45-56. doi: 10.21608/bfemu.2021.150921
HARVARD
Moharam, S., El-Masry, A. (2021). 'Application of Finite Element Residual Scheme to Steady Unconfined Flow Subject to Rainfall.', MEJ- Mansoura Engineering Journal, 22(3), pp. 45-56. doi: 10.21608/bfemu.2021.150921
VANCOUVER
Moharam, S., El-Masry, A. Application of Finite Element Residual Scheme to Steady Unconfined Flow Subject to Rainfall.. MEJ- Mansoura Engineering Journal, 2021; 22(3): 45-56. doi: 10.21608/bfemu.2021.150921
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