有限多孔区域非线性平流-色散方程的数值解

R. Yadav, L. Kumar, Sujata Kushwaha
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引用次数: 0

摘要

本文对有限非均质多孔地层中与浓度相关的一维对流色散方程进行了数值模拟。利用MATLAB解算器求解变系数对流扩散方程。地下水流速与污染物浓度有关,弥散系数与地下水流速成正比。同时考虑了零阶产生项和一阶衰减的影响。假定含水层是非均质和有限的,源集中在流动方向上。假定多孔介质和污染物在化学上不发生反应。最初多孔区域被认为不是无溶质的。该模型假设一个均匀连续输入点源和一个从含水层域左端释放的可变输入点源。所得结果生动地描述了分散系数和其他相关参数对溶质在多孔介质中输运的重要性。将所建立的数值解与解析解进行了验证,两者吻合较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical solution of non-linear advection-dispersion equation in a finite porous domain
This study presents a numerical simulation of the one-dimensional concentration-dependent convection-dispersion equation in a finite heterogeneous porous formation. The solution of the convection-diffusion equation with variable coefficients is obtained with the help of MATLAB pdepe solver. The groundwater flow velocity depends on the pollutant concentration, and the dispersion coefficient is proportional to the groundwater flow velocity. The effects of the zero-order production term and the first-order decay are also considered. The aquifer is assumed to be heterogeneous and finite, with sources concentrated in the flow direction. It is assumed that the porous media and the pollutant are chemically non-reactive. Initially porous domain is considered not solute free. The model assumes a uniform continuous input point source and a variable input point source released from the left end of the aquifer domain. The obtained results graphically describe the importance of the dispersion coefficient and other relevant parameters for solute transport in porous media. The developed numerical solution is verified with an analytical solution, and it is found that they are in good agreement.
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