Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/4364
DC FieldValueLanguage
dc.contributor.authorKoussis, Antonis D.-
dc.contributor.authorAkylas, Evangelos-
dc.contributor.otherΑκύλας, Ευάγγελος-
dc.date.accessioned2013-03-06T16:39:12Zen
dc.date.accessioned2013-05-17T10:30:28Z-
dc.date.accessioned2015-12-09T12:08:00Z-
dc.date.available2013-03-06T16:39:12Zen
dc.date.available2013-05-17T10:30:28Z-
dc.date.available2015-12-09T12:08:00Z-
dc.date.issued2012-07-02-
dc.identifier.citationGroundwater, 2012, vol.50, no.4, pp.608–613en_US
dc.identifier.issn17456584-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4364-
dc.description.abstractIn the great majority of slug tests performed in wells fully penetrating confined geologic formations, and for over-damped conditions, the response data are evaluated with the transient-flow model of Cooper et al. (1967) when the radial hydraulic conductivity K r and the coefficient of specific storage S s are to be estimated. That particular analytical solution, however, is computationally involved and awkward to use. Thus, groundwater professionals often use a few pre-prepared type-curves to fit the data by a rough matching procedure, visually or computationally. On the other hand, the method of Hvorslev (1951), which assumes the flow to be quasi-steady, is much simpler but yields only K r estimates. In this work, we develop a complete quasi-steady flow model that includes a storage balance inside the aquifer and allows estimating K r and S s simultaneously, through matching of the well response data to a type-curve. The new model approximates the model of Cooper et al. closely and has the practical advantage that its solution type-curves are generated easily using an electronic spreadsheet, so that the optimal fit of data by a type-curve can be readily automated. © 2011, The Author(s). Ground Wateren_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofNational Ground Water Association Journalsen_US
dc.rights© 2011, National Ground Water Association.en_US
dc.subjectElectronic spreadsheetsen_US
dc.subjectGeologic formationsen_US
dc.subjectHydrogeologyen_US
dc.subjectOpen access publishingen_US
dc.titleSlug Test in Confined Aquifers, the Over‐Damped Case: Quasi‐Steady Flow Analysisen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationNational Observatory of Athensen_US
dc.subject.categoryEnvironmental Engineeringen_US
dc.reviewpeer reviewed-
dc.countryCyprusen_US
dc.countryGreeceen_US
dc.subject.fieldEngineering and Technologyen_US
dc.identifier.doi10.1111/j.1745-6584.2011.00855.xen_US
dc.dept.handle123456789/141en
dc.relation.issue4en_US
dc.relation.volume50en_US
cut.common.academicyear2011-2012en_US
dc.identifier.spage608en_US
dc.identifier.epage613en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2731-657X-
crisitem.author.parentorgFaculty of Engineering and Technology-
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