Numerical Solutions for Groundwater Flow in Unsaturated Layered Soil with Extreme Physical Property Contrasts

被引:21
|
作者
Liu, Chih-Yu [1 ]
Ku, Cheng-Yu [1 ]
Huang, Chi-Chao [2 ]
Lin, Der-Guey [3 ]
Yeih, Wei-Chung [1 ]
机构
[1] Natl Taiwan Ocean Univ, Dept Harbor & River Engn, Keelung, Taiwan
[2] Minist Econ Affairs, Cent Geol Survey, Taipei, Taiwan
[3] Natl Chung Hsing Univ, Dept Soil & Water Conservat, Taichung 40227, Taiwan
关键词
Richards equation; layered soil; ill-conditioned; nonlinear; hydraulic conductivity; groundwater flow; CONDITIONED SYSTEMS; LINEAR-EQUATIONS; INFILTRATION; WATER;
D O I
10.1515/ijnsns-2015-0060
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, the numerical solutions for groundwater flow in unsaturated layered soil using the Richards equation are presented. A linearisation process for the nonlinear Richards equation to deal with groundwater flow in unsaturated layered soil is derived. To solve one-dimensional flow in the unsaturated zone of layered soil profiles, flux conservation and the continuity of pressure potential at the interface between two consecutive layers are considered in the numerical model. In addition, a novel method, named the dynamical Jacobianinverse free method, incorporated with a two-side equilibration algorithm for solving ill-conditioned systems with extreme contrasts in hydraulic conductivity is proposed. The validity of the model is established in numerous test problems by comparing the numerical results with the analytical solutions. The results show that the proposed method can improve convergence and numerical stability for solving groundwater flow in unsaturated layered soil with extreme contrasts in hydraulic conductivity.
引用
收藏
页码:325 / 335
页数:11
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