Stochastic finite element analysis of transient unsaturated flow in porous media

被引:0
|
作者
Aguirre, CG [1 ]
Haghighi, K [1 ]
机构
[1] Purdue Univ, Dept Agr & Biol Engn, W Lafayette, IN 47906 USA
来源
TRANSACTIONS OF THE ASAE | 2003年 / 46卷 / 01期
关键词
random variables; perturbation methods; groundwater; water quality; soil;
D O I
暂无
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
A stochastic perturbation-based finite element formulation for prediction of transient unsaturated flow in porous media was developed and implemented. The stochastic differential equation describing the large-scale transient flow model was implemented using a finite element approach. The system of finite element equations was obtained using Galerkins method. Six-noded triangular elements were used in the mesh discretization, and Gauss-Legendre quadrature was employed to perform the numerical integrations. The global system of differential equations was evaluated using a finite difference approximation in the time domain. A two-dimensional transient unsaturated flow was simulated using both a stochastic and a deterministic approach. The mean moisture content and capillary pressure head distributions were evaluated as a function of time and depth. Results showed a significant difference between the two approaches. A Fortran 90 computer code was also developed to obtain the stochastic and deterministic finite element solutions. The stochastic perturbation-based finite element formulation is a very attractive alternative to deterministic approaches in terms of cost, efficiency, and accuracy of the results.
引用
收藏
页码:163 / 173
页数:11
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