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Laboratory determination of unsaturated hydraulic conductivity using a generalized-form hydraulic model

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dc.contributor.author Valiantzas, JD en
dc.contributor.author Sassalou, A en
dc.date.accessioned 2014-06-06T06:42:07Z
dc.date.available 2014-06-06T06:42:07Z
dc.date.issued 1991 en
dc.identifier.issn 00221694 en
dc.identifier.uri http://62.217.125.90/xmlui/handle/123456789/434
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0026359155&partnerID=40&md5=79da83903275e92c2f91e94cd74e1340 en
dc.subject.other Brooks and Corey model en
dc.subject.other cumulative outflow data en
dc.subject.other hydraulic conductivity en
dc.subject.other pore structure model en
dc.subject.other soil water content en
dc.subject.other statistical model en
dc.subject.other unsaturated hydraulic conductivity en
dc.subject.other Hydraulics--Mathematical Models en
dc.subject.other Statistical Methods en
dc.subject.other Cumulative Outflows en
dc.subject.other Hydraulic Conductivity en
dc.subject.other Soils en
dc.title Laboratory determination of unsaturated hydraulic conductivity using a generalized-form hydraulic model en
heal.type journalArticle en
heal.publicationDate 1991 en
heal.abstract The application of conventional pore structure models that predict the hydraulic-conductivity/watercontent function, K(Θ), from the soilwater retention data, yield K(Θ) expressions which in some cases deviate significantly from the actual K(Θ). An alternative method for the determination of K(Θ) is developed, in which a statistical model in a more general form with an additional unknown parameter is used, in conjunction with the one-step outflow laboratory method. Previous results were reformulated on the basis of the Brooks and Corey model to obtain the cumulative outflow data by semi-analytical formulae. The procedure suggested was applied in two different porous materials. © 1991. en
heal.journalName Journal of Hydrology en
dc.identifier.issue 1-4 en
dc.identifier.volume 128 en
dc.identifier.spage 293 en
dc.identifier.epage 304 en


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