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dc.contributor.authorChang, Ya-Chien_US
dc.contributor.authorYeh, Hund-Deren_US
dc.date.accessioned2014-12-08T15:06:47Z-
dc.date.available2014-12-08T15:06:47Z-
dc.date.issued2010-06-01en_US
dc.identifier.issn0309-1708en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.advwatres.2010.03.010en_US
dc.identifier.urihttp://hdl.handle.net/11536/5328-
dc.description.abstractThe constant-head pumping tests are usually employed to determine the aquifer parameters and they can be performed in fully or partially penetrating wells. Generally, the Dirichlet condition is prescribed along the well screen and the Neumann type no-flow condition is specified over the unscreened part of the test well. The mathematical model describing the aquifer response to a constant-head test performed in a fully penetrating well can be easily solved by the conventional integral transform technique under the uniform Dirichlet-type condition along the rim of wellbore. However, the boundary condition for a test well with partial penetration should be considered as a mixed-type condition. This mixed boundary value problem in a confined aquifer system of infinite radial extent and finite vertical extent is solved by the Laplace and finite Fourier transforms in conjunction with the triple series equations method. This approach provides analytical results for the drawdown in a partially penetrating well for arbitrary location of the well screen in a finite thickness aquifer. The semi-analytical solutions are particularly useful for the practical applications from the computational point of view. (C) 2010 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectConstant-head testen_US
dc.subjectAquiferen_US
dc.subjectMixed boundary value problemen_US
dc.subjectPartially penetrating wellen_US
dc.titleA new analytical solution solved by triple series equations method for constant-head tests in confined aquifersen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.advwatres.2010.03.010en_US
dc.identifier.journalADVANCES IN WATER RESOURCESen_US
dc.citation.volume33en_US
dc.citation.issue6en_US
dc.citation.spage640en_US
dc.citation.epage651en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000278972700004-
dc.citation.woscount7-
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