BIVARIATE NUMERICAL MODELING OF THE FLOW THROUGH POROUS SOIL

被引:0
|
作者
Jelti, S. [1 ]
Charhabil, A. [2 ]
Serghini, A. [3 ]
Elhajaji, A. [4 ]
EL Ghordaf, J. [5 ]
机构
[1] Mohamed First Univ, Oujda, Morocco
[2] Sorbone Paris Nord Univ, Paris, France
[3] Mohamed First Univ, Dept Informat, Oujda, Morocco
[4] Chouaib Doukkali Univ, ENCGJ, Oujda, Morocco
[5] Univ Sultan Moulay Slimane, Beni Mellal, Morocco
来源
关键词
Finite volumes method; Richards' equation; porous soil; RICHARDS EQUATION; TIME DISCRETIZATION; UNSATURATED FLOW; SCHEME;
D O I
10.14317/jami.2023.295
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
. The Richards' equation attracts the attention of several scientific researchers due to its importance in the hydrogeology field especially porous soil. This work presents a numerical method to solve the two dimensional Richards' equation. The pressure form and the mixed form of Richards' equation are solved numerically using a bivariate diamond finite volumes scheme. Euler explicit scheme is used for the time discretization. Different test cases are done to validate the accuracy and the efficiency of our numerical model and to compare the possible numerical strategies. We started with a first simple test case of Richards' pressure form where the hydraulic capacity and the hydraulic conductivity are taken constant and then a second test case where the hydrodynamics parameters are linear variables. Finally, a third test case where the soil parameters are taken according the Van Gunchten empirical model is presented.
引用
收藏
页码:295 / 309
页数:15
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