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dc.contributor.authorKashyap, Deepak-
dc.contributor.authorHamaudi, M. K.-
dc.contributor.authorWickramarathna, T. D.-
dc.date.accessioned2021-01-25T19:11:27Z-
dc.date.available2021-01-25T19:11:27Z-
dc.date.issued1992-
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/5683-
dc.description.abstractMany of the assumptions of Boulton's theory/type curves may be severely violated in case of long duration pumping tests on unconfined aquifers. Prominent among them may be the assumptions of fully penetrating wells, high enough Sy /S ratio and absence of any other pumping in the vicinity of the test. Application of numerical methods coupled with Boulton's and Neuman's theories is suggested for a more rational analysis of data of such pumping tests.en_US
dc.language.isoenen_US
dc.publisherNational Institute of Hydrologyen_US
dc.subjectGround Water Qualityen_US
dc.subjectPumping Test Dataen_US
dc.title8-Role of Numerical Methods in Analysis of Pumping Test Data From Unconfined Aquifers.en_US
dc.typeTechnical Reporten_US
Appears in Collections:Proceedings of the Seminar on Ground Water Hydrology, 17-18 July 1992 at New Delhi, Vol-II

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