Please use this identifier to cite or link to this item: http://117.252.14.250:8080/jspui/handle/123456789/4680
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dc.contributor.authorSahu, A. K.-
dc.contributor.authorMal, B. C.-
dc.date.accessioned2020-08-20T09:58:55Z-
dc.date.available2020-08-20T09:58:55Z-
dc.date.issued2009-
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/4680-
dc.description.abstractA mathematical model for well flow in multiple leaky aquifer system with bottom aquifer partially penetrated was formulated with initial and boundary conditions. Numerical solution to the flow governing equation was then obtained by using central difference formula and Successive Over Relaxation (SOR) technique. Computer programmes were written in FORTRAN to predict the drawdown distribution caused by a well penetrating one or more aquifers. For validation of the developed mathematical model, a semi-circular sand tank model was constructed and pumping tests were conducted to generate the required discharge drawdown data at various depths of penetrations. The data obtained by conducting the experiments were converted for the field conditions using dimensional analysis. Comparison between the observed and the predicted drawdown values has been presented to indicate the errors (deviations) with respect to distance, discharge and penetration ratios for the purpose of validation. The errors in prediction of drawdown for the bottom, middle and top aquifers range from 1.11 to 16.11% with a mean average of 5.25% only.en_US
dc.language.isoenen_US
dc.publisherAllied Publishers Pvt. Ltd., New Delhien_US
dc.subjectGround Wateren_US
dc.subjectDrawdownen_US
dc.subjectPartial Penetrationen_US
dc.subjectMultiple Leaky Aquiferen_US
dc.title48-Flow Simulation through Multiple Leaky Aquifers.en_US
dc.typeOtheren_US
Appears in Collections:Proceedings of the International Conference on Water, Environment, Energy and Society (WEES-2009), 12-16 January 2009 at New Delhi, India, Vol.-1

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