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三维地下水流中均质各向同性含水层污染物运移的解析解。

Analytical solutions of contaminant transport in homogeneous and isotropic aquifer in three-dimensional groundwater flow.

作者信息

Mustafa Shaymaa, Bahar Arifah, Aziz Zainal Abdul, Darwish Mohamad

机构信息

UTM Centre for Industrial & Applied Mathematics, Ibnu Sina Institute for Scientific & Industrial Research, Universiti Teknologi Malaysia, Johor Bahru, Malaysia.

Department of Mathematical Sciences, Universiti Teknologi Malaysia, Johor Bahru, Malaysia.

出版信息

Environ Sci Pollut Res Int. 2022 Dec;29(58):87114-87131. doi: 10.1007/s11356-022-21402-8. Epub 2022 Jul 8.

Abstract

Modeling three-dimensional contaminant transport released from arbitrary shape source geometries is useful in hydrological and environmental sciences. This article produces several analytical solutions for three-dimensional contaminant transport in a homogeneous and isotropic aquifer by using Green's function with the groundwater flow which is assumed to be in three directions. The solutions are obtained for both finite depth aquifer and semi-infinite depth aquifer. Various types of sources are discussed: point, line, plane, or cuboid sources. The continuous and instantaneous sources are also investigated. A MATLAB coding is developed to calculate the numerical integrals which occur at the solutions. Some solutions are verified with the solutions obtained in the literature. This study confirms the effect of groundwater velocities in all directions on the degree and the directions of contaminant spreading. Additionally, the results highlight the significant effect of the geometrical shape of the contaminant sources on contaminant concentrations for instantaneous and continuous sources. In particular, the cuboid source and the horizontal rectangular source provide the highest concentrations. The analytical solutions developed in this article can be applied for a wide range of contaminant transport.

摘要

对任意形状源几何结构释放的三维污染物运移进行建模,在水文和环境科学中具有重要意义。本文通过使用格林函数,针对假定在三个方向上流动的地下水,给出了均质各向同性含水层中三维污染物运移的若干解析解。这些解适用于有限深度含水层和半无限深度含水层。文中讨论了各种类型的源:点源、线源、面源或长方体源。同时也研究了连续源和瞬时源。开发了一个MATLAB代码来计算解中出现的数值积分。部分解与文献中得到的解进行了验证。本研究证实了各个方向上的地下水速度对污染物扩散程度和方向的影响。此外,结果突出了污染物源几何形状对瞬时源和连续源污染物浓度的显著影响。特别是,长方体源和水平矩形源产生的浓度最高。本文所开发的解析解可应用于广泛的污染物运移问题。

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