利用Mathematica模拟非饱和流动

M. Mikhailov
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引用次数: 2

摘要

扩展了内置的Mathematica函数NDSolve,用于求解非线性边值问题和边界和初始条件不一致的二阶偏微分方程。该通信证明了扩展NDSolve找到一维Richards方程所描述的非饱和流动的稳态和瞬态解的能力。本文只考虑第一类边界条件,扩展NDSolve适用于第一类、第二类和第三类边界条件。为了验证稳态数值结果,导出了一个原始的解析解。数值解和解析解的结果是一致的。绘制了瞬态解的残差,表明数值结果除边界和初始条件不一致的奇点外,均满足瞬态问题。从不同的初始稳态分布开始,直到达到最终稳态分布所需的时间,绘制了典型土壤性质的瞬态压头和土壤含水量。版权所有©2007 John Wiley & Sons, Ltd
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modelling unsaturated flow by using Mathematica
The built-in Mathematica function NDSolve is extended to solve nonlinear boundary-value problems and a second-order partial differential equation subjected to inconsistent boundary and initial conditions. This communication demonstrates the ability of the extended NDSolve to find steady-state and transient solutions of unsaturated flow described by the one-dimensional Richards equation. Only first kind boundary conditions are considered, but the extended NDSolve is applicable for first, second, and third kind boundary conditions. To verify the steady-state numerical results, an original analytical solution is derived. The results given by numerical and analytical steady-state solutions coincide. The residuum of transient solution is plotted to show that the numerical results satisfy the transient problem except in a singular point, where the boundary and initial conditions are inconsistent. The transient pressure head and soil moisture content are plotted for typical soil properties, starting from different initial steady-state distribution up to the time needed to reach the final steady-state distribution. Copyright © 2007 John Wiley & Sons, Ltd.
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