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Horizontal water flow in unsaturated porous media using a fractional integral method with an adaptive time step

机译:使用分数阶积分法和自适应时间步长的非饱和多孔介质中的水平水流

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Predicting the horizontal groundwater flow in unsaturated porous media is a challenge in many areas of science and engineering. The governing equation associated with this phenomenon is a nonlinear partial differential equation known as the Richards equation. However, the numerical results obtained using this equation can differ substantially from the experimental results. In order to overcome this difficulty, a new version of the Richards equation was proposed recently that considers a time derivative of fractional order. In this study, we present a numerical method for solving this fractional Richards equation. Our method comprises an adaptive time marching scheme that uses Picard iterations to solve the corresponding nonlinear equations. A computational code was implemented for the proposed method using the Scilab programming language. We performed numerical simulations of the anomalous diffusion of water in a white siliceous brick and showed that the numerical results were consistent with the available experimental data.
机译:在许多科学和工程领域,预测不饱和多孔介质中的地下水水平流动是一个挑战。与此现象相关的控制方程是称为理查兹方程的非线性偏微分方程。但是,使用此公式获得的数值结果可能与实验结果有很大差异。为了克服这个困难,最近提出了考虑分数阶时间导数的理查兹方程的新版本。在这项研究中,我们提出了一种求解该分数理查兹方程的数值方法。我们的方法包括一个自适应时间行进方案,该方案使用Picard迭代来求解相应的非线性方程。使用Scilab编程语言为所提出的方法实现了计算代码。我们对白色硅质砖中水的异常扩散进行了数值模拟,结果表明数值结果与可用的实验数据一致。

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