Numerical reconstruction and remediation of soil acidity on a one dimensional flow domain where the diffusion coefficient and advection velocity are exponentially dependent on time

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dc.contributor.author Munene, Catherine M.
dc.contributor.author Onyango, Thomas T. M.
dc.contributor.author Muhavini, Cleophas
dc.date.accessioned 2019-02-14T07:47:37Z
dc.date.available 2019-02-14T07:47:37Z
dc.date.issued 2019
dc.identifier.citation Global Journal of Pure and Applied Mathematics. Volume 15, Number 1, pp. 27-40 en_US
dc.identifier.issn 0973-1768
dc.identifier.uri https://www.ripublication.com/gjpam19/gjpamv15n1_04.pdf
dc.identifier.uri http://repository.seku.ac.ke/handle/123456789/4362
dc.description.abstract A one dimensional mass transport equation in porous medium whose solution is ill-posed is considered. Appropriate flow parameters that are consistent to flow of solutes are determined. Solutes diffusion coefficient and advection velocity are taken to be exponentially changing with time. Flow domain is assumed semi infinitely deep and homogeneous. Finite volume and finite difference methods are used spatial and temporal discretization of the governing PDE. Solutions for possible combinations of time dependent flow parameters at different soil depths and time intervals are compared with help of graphs. It is observed that the concentration levels of ions with depth and time can be detected early when the two parameters are negative exponential functions of time before further pollution takes place in the underground environment. en_US
dc.language.iso en en_US
dc.subject Inverse prolems en_US
dc.subject Finite Volume Method en_US
dc.subject Advection en_US
dc.subject Diffusion en_US
dc.subject Reconstruction en_US
dc.subject Remediation en_US
dc.title Numerical reconstruction and remediation of soil acidity on a one dimensional flow domain where the diffusion coefficient and advection velocity are exponentially dependent on time en_US
dc.type Article en_US


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