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dc.contributor.authorTsai, TLen_US
dc.contributor.authorHuang, LHen_US
dc.contributor.authorYang, JCen_US
dc.date.accessioned2014-12-08T15:27:04Z-
dc.date.available2014-12-08T15:27:04Z-
dc.date.issued2000en_US
dc.identifier.isbn4-431-70283-0en_US
dc.identifier.urihttp://hdl.handle.net/11536/19284-
dc.description.abstractDue to its simplicity and efficiency, the conventional quasi three-dimensional concept has been widely applied in analyzing groundwater flow in multiaquifer system, especially for regional problem. But the conventional quasi three-dimensional concept is not able to deal with the discontinuous and interconnected strata and fully three-dimensional flow. Therefore, in order not only to overcome these shortcomings but also to maintain efficiency, we propose a new layer based three-dimensional concept to develop a groundwater simulation model. This new concept assumes that the pore pressure of every aquifer and aquitard in the vertical direction can be depicted by the quadratic polynomial interpolation function, then the vertical integration is performed on each layer to ensure the continuity of pore pressure and flux at the interfaces between any two layers. The finite analytical numerical method is adopted to develop the present groundwater simulation model. The results show that the present model is capable of simulating fully three-dimensional flow pattern.en_US
dc.language.isoen_USen_US
dc.subjectlayer based three-dimensional concepten_US
dc.subjectquadratic polynomial interpolation functionen_US
dc.subjectvertical integrationen_US
dc.subjectcontinuity of pore pressure and fluxen_US
dc.titleGroundwater modeling by layer based three-dimensional concepten_US
dc.typeProceedings Paperen_US
dc.identifier.journalGROUND WATER UPDATESen_US
dc.citation.spage351en_US
dc.citation.epage356en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000088358300058-
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