Please use this identifier to cite or link to this item: http://117.252.14.250:8080/jspui/handle/123456789/5156
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dc.contributor.authorShalabey, M. E. E.-
dc.contributor.authorKashyap, Deepak-
dc.contributor.authorSharma, Anupama-
dc.date.accessioned2020-10-27T20:07:08Z-
dc.date.available2020-10-27T20:07:08Z-
dc.date.issued2006-
dc.identifier.citationJournal of Hydrologic Engineering, Vol. 11, No. 4, July 1, 2006 pg; 306–318en_US
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/5156-
dc.description.abstractThe proposed numerical model for estimation of advective and dispersive saltwater transport below a partially penetrating pumping well, incorporates a solution of the coupled flow and transport equations. The advective transport is computed by a varied form of the method of characteristics wherein each moving point is assigned a volume rather than the concentration. Subsequently, the dispersive component is accounted for by solving the transport equation by finite-difference technique treating the precomputed advective transport as a source/sink term. The model permits estimation of the time and space variant salt concentration in soil water and the time variant salt concentration in pumped water. The model has been validated against two analytical solutions and a set of published field data.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.subjectAquifersen_US
dc.subjectNumerical modelsen_US
dc.subjectSalt wateren_US
dc.subjectPumpsen_US
dc.titleNumerical model of saltwater transport toward a pumping wellen_US
dc.typeArticleen_US
Appears in Collections:Research papers in International Journals

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