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dc.contributor.authorFen, Chiu-Shiaen_US
dc.contributor.authorYeh, Hund-Deren_US
dc.date.accessioned2014-12-08T15:22:24Z-
dc.date.available2014-12-08T15:22:24Z-
dc.date.issued2012-01-01en_US
dc.identifier.issn0920-4741en_US
dc.identifier.urihttp://dx.doi.org/10.1007/s11269-011-9922-yen_US
dc.identifier.urihttp://hdl.handle.net/11536/15870-
dc.description.abstractWe have developed a drawdown solution for a partially penetrating well under constant flux pumping in a confined aquifer with finite thickness. The predictions of our solution diverge from the predictions of Hantush's solution (1961), particularly for problems with low ratios of well screen length to aquifer thickness. Furthermore, the predicted drawdown from Hantush's solution (1961) differs from that of Yang et al.'s solution Water Resour Res 42:W0552, (2006) only near the well and at small time values as indicated in Yang et al. Water Resour Res 42:W0552, (2006). Our solution is based on Green's function with a columnar source (sink) that represents pumping from a finite-radius well. Hantush's solution (1961) and Yang et al.'s solution Water Resour Res 42:W0552, (2006), however, were derived from Laplace transform techniques for pumping in a well with an infinitesimal and a finite radius, respectively.en_US
dc.language.isoen_USen_US
dc.subjectAnalytical solutionsen_US
dc.subjectConfined aquiferen_US
dc.subjectGroundwater hydraulicsen_US
dc.subjectPartially penetrating wellen_US
dc.subjectLaplace transformen_US
dc.subjectGreen's functionen_US
dc.titleEffect of Well Radius on Drawdown Solutions Obtained with Laplace Transform and Green's Functionen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s11269-011-9922-yen_US
dc.identifier.journalWATER RESOURCES MANAGEMENTen_US
dc.citation.volume26en_US
dc.citation.issue2en_US
dc.citation.spage377en_US
dc.citation.epage390en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000301747700006-
dc.citation.woscount1-
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