<abstract xmlns="http://www.w3.org/1999/xhtml"><p> The two-dimensional advection-diffusion equation with variable coefficients is solved by the explicit finitedifference method for the transport of solutes through a homogenous two-dimensional domain that is finite and porous. Retardation by adsorption, periodic seepage velocity, and a dispersion coefficient proportional to this velocity are permitted. The transport is from a pulse-type point source (that ceases after a period of activity). Included are the firstorder decay and zero-order production parameters proportional to the seepage velocity, and periodic boundary conditions at the origin and at the end of the domain. Results agree well with analytical solutions that were reported in the literature for special cases. It is shown that the solute concentration profile is influenced strongly by periodic velocity fluctuations. Solutions for a variety of combinations of unsteadiness of the coefficients in the advection-diffusion equation are obtainable as particular cases of the one demonstrated here. This further attests to the effectiveness of the explicit finite difference method for solving two-dimensional advection-diffusion equation with variable coefficients in finite media, which is especially important when arbitrary initial and boundary conditions are required.</p></abstract>

The two-dimensional advection-diffusion equation with variable coefficients is solved by the explicit finitedifference method for the transport of solutes through a homogenous two-dimensional domain that is finite and porous. Retardation by adsorption, periodic seepage velocity, and a dispersion coefficient proportional to this velocity are permitted. The transport is from a pulse-type point source (that ceases after a period of activity). Included are the firstorder decay and zero-order production parameters proportional to the seepage velocity, and periodic boundary conditions at the origin and at the end of the domain. Results agree well with analytical solutions that were reported in the literature for special cases. It is shown that the solute concentration profile is influenced strongly by periodic velocity fluctuations. Solutions for a variety of combinations of unsteadiness of the coefficients in the advection-diffusion equation are obtainable as particular cases of the one demonstrated here. This further attests to the effectiveness of the explicit finite difference method for solving two-dimensional advection-diffusion equation with variable coefficients in finite media, which is especially important when arbitrary initial and boundary conditions are required.

Explicit finite-difference solution of two-dimensional solute transport with periodic flow in homogenous porous media

Journal of Hydrology and Hydromechanics

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

The two-dimensional advection-diffusion equation with variable coefficients is solved by the explicit finitedifference method for the transport of solutes...

Explicit finite-difference solution of two-dimensional solute transport with periodic flow in homogenous porous media

Data publikacji: 07 lis 2017

Zakres stron: 426 - 432

Otrzymano: 24 mar 2017

Przyjęty: 01 sie 2017

DOI: https://doi.org/10.1515/johh-2017-0040

Słowa kluczowe
Two dimensional advection-diffusion equation, Mass transfer, Finite difference method

© 2017

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Explicit finite-difference solution of two-dimensional solute transport with periodic flow in homogenous porous media

Data publikacji: 07 lis 2017

Zakres stron: 426 - 432

Otrzymano: 24 mar 2017

Przyjęty: 01 sie 2017

DOI: https://doi.org/10.1515/johh-2017-0040

Słowa kluczoweTwo dimensional advection-diffusion equation, Mass transfer, Finite difference method

© 2017

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Słowa kluczowe
Two dimensional advection-diffusion equation, Mass transfer, Finite difference method