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dc.contributor.authorChang, Liang-Chengen_US
dc.contributor.authorChen, Hung-Huien_US
dc.contributor.authorShan, Hsin-Yuen_US
dc.contributor.authorTsai, Jui-Pinen_US
dc.date.accessioned2014-12-08T15:10:02Z-
dc.date.available2014-12-08T15:10:02Z-
dc.date.issued2009-02-01en_US
dc.identifier.issn0943-0105en_US
dc.identifier.urihttp://dx.doi.org/10.1007/s00254-008-1238-8en_US
dc.identifier.urihttp://hdl.handle.net/11536/7660-
dc.description.abstractThe characteristic relationships among relative permeability (K(r)), saturation (S) and capillary pressure (P) of NAPLs are the important constitutive laws to simulate the NAPLs flow in the subsurface. In this study, a micro model was used to obtain the values of permeability, saturation for the multi-phase flow of five fluid-pairs. The perspective micro model allows one to clearly observe the multiphase flow and allow this study to precisely measure the fluid saturation by digital image analysis. The experimental results showed hysteresis phenomenon of relative permeability versus saturation and that was not interpreted by previous studies. By carefully examining the recorded images, this study found that the degree of the connectivity for the micro channel occupied by wetting phase fluid could influence the relative permeability. Therefore, for the same saturation, the relative permeability in the imbibition is higher than that in the drainage. The results of the K(r)-S experiments for five fluid-pairs also showed that the residual saturation of wetting phase fluid decreased with the wettability increasing but increased with the interfacial tension increasing. Those interpretations and experimental results are valuable references for groundwater remediation and oil reservoir development.en_US
dc.language.isoen_USen_US
dc.subjectNAPLsen_US
dc.subjectRelative permeabilityen_US
dc.subjectMicro modelen_US
dc.subjectImbibitionen_US
dc.subjectConnectivityen_US
dc.subjectMicro channelen_US
dc.titleEffect of connectivity and wettability on the relative permeability of NAPLsen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s00254-008-1238-8en_US
dc.identifier.journalENVIRONMENTAL GEOLOGYen_US
dc.citation.volume56en_US
dc.citation.issue7en_US
dc.citation.spage1437en_US
dc.citation.epage1447en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000263073600016-
dc.citation.woscount6-
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