非饱和多孔介质(土)中流体流动的有限差分格式比较

R. Timsina, K. N. Uprety
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引用次数: 0

摘要

水在非饱和多孔介质(土)中的运动可以用理查兹方程、质量守恒定律和达西-白金汉定律来表示。该方程可以以三种不同的形式表示:基于压头的、基于含水率的和混合的。本文采用有限差分方法,采用正演欧拉、后向欧拉、Crank-Nicolson和稳定的龙格-库塔-勒让德超级时间步进方案,对一维混合形式的理查兹方程进行了数值求解,并利用Dirichlet边界条件在各向同性垂直土柱上比较了它们的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparison of Finite Difference Schemes for Fluid Flow in Unsaturated Porous Medium (Soil)
Water movement in an unsaturated porous medium (soil) can be expressed by Richards equation with the mass conservation law and Darcy-Buckingham's law. This equation can be expressed in three different forms as pressure head-based, moisture content based and mixed from. In this study, we solve one dimensional Richards Equation in mixed form numerically using finite difference method with various time-stepping schemes: Forward Euler, Backward Euler, Crank-Nicolson and a Stabilized Runge-Kutta-Legendre Super Time-Stepping and we compare their performances using Dirichlet boundary condition on an isotropic homogeneous vertical soil column.
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