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dc.contributor.authorHuang, C. -S.en_US
dc.contributor.authorYang, S. -Y.en_US
dc.contributor.authorYeh, H. -D.en_US
dc.date.accessioned2019-04-03T06:38:41Z-
dc.date.available2019-04-03T06:38:41Z-
dc.date.issued2015-01-01en_US
dc.identifier.issn1027-5606en_US
dc.identifier.urihttp://dx.doi.org/10.5194/hess-19-2639-2015en_US
dc.identifier.urihttp://hdl.handle.net/11536/127946-
dc.description.abstractAn aquifer consisting of a skin zone and a formation zone is considered as a two-zone aquifer. Existing solutions for the problem of constant-flux pumping in a two-zone confined aquifer involve laborious calculation. This study develops a new approximate solution for the problem based on a mathematical model describing steady-state radial and vertical flows in a two-zone aquifer. Hydraulic parameters in these two zones can be different but are assumed homogeneous in each zone. A partially penetrating well may be treated as the Neumann condition with a known flux along the screened part and zero flux along the unscreened part. The aquifer domain is finite with an outer circle boundary treated as the Dirichlet condition. The steady-state drawdown solution of the model is derived by the finite Fourier cosine transform. Then, an approximate transient solution is developed by replacing the radius of the aquifer domain in the steady-state solution with an analytical expression for a dimensionless time-dependent radius of influence. The approximate solution is capable of predicting good temporal drawdown distributions over the whole pumping period except at the early stage. A quantitative criterion for the validity of neglecting the vertical flow due to a partially penetrating well is also provided. Conventional models considering radial flow without the vertical component for the constant-flux pumping have good accuracy if satisfying the criterion.en_US
dc.language.isoen_USen_US
dc.titleTechnical Note: Approximate solution of transient drawdown for constant-flux pumping at a partially penetrating well in a radial two-zone confined aquiferen_US
dc.typeArticleen_US
dc.identifier.doi10.5194/hess-19-2639-2015en_US
dc.identifier.journalHYDROLOGY AND EARTH SYSTEM SCIENCESen_US
dc.citation.volume19en_US
dc.citation.issue6en_US
dc.citation.spage2639en_US
dc.citation.epage2647en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000357125300008en_US
dc.citation.woscount4en_US
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