Please use this identifier to cite or link to this item: http://irepo.futminna.edu.ng:8080/jspui/handle/123456789/29420
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dc.contributor.authorJIMOH, OMANANYI RAZAQ-
dc.contributor.authorAdebayo, A-
dc.contributor.authorSalihu, N. O.-
dc.contributor.authorBako, D-
dc.date.accessioned2025-05-09T15:12:34Z-
dc.date.available2025-05-09T15:12:34Z-
dc.date.issued2024-04-22-
dc.identifier.urihttp://irepo.futminna.edu.ng:8080/jspui/handle/123456789/29420-
dc.description.abstractThe advection-dispersion equation (ADE) is mostly adopted in evaluating solute migration in a flow. This study presents the behavior of contaminant in a flow due to variations in the cross-flow dispersion under a Dirichlet boundary conditions. The analytical solution of a two-dimensional advection-dispersion equation for evaluating groundwater contamination in a homogeneous finite medium which is initially assumed not contaminant free was obtained. In deriving the model equation, it was assumed that there was a constant point-source concentration at the origin and a Dirichlet type boundary condition at the exit boundary. The cross-flow dispersion coefficients, velocities and decay terms are time-dependent. The modeled equation was transformed using some space and time variables and solved by parameter expanding and Eigen-functions expansion method. Graphs were plotted to study the behavior of the contaminant in the flow. The results showed that increase in the cross-flow coefficient decline the concentration of the contaminant with respect to increase in time, vertical distance and horizontal distance in different patterns.en_US
dc.language.isoenen_US
dc.publisherSchool of Physical Sciences (SPS), Federal University of Technology, Minnaen_US
dc.subjectcontaminanten_US
dc.subjectcross-flow dispersionen_US
dc.subjectadvectionen_US
dc.subjectdispersionen_US
dc.subjectdecay parameteren_US
dc.subjectEigen- function, parameter expanding methoden_US
dc.titleBehavior of Contaminant in a Flow due to Variations in the Cross-Flow dispersion under a Dirichlet Boundary Conditions.en_US
dc.typeArticleen_US
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