Two-dimensional unsaturated flow through a circular inclusion

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dc.contributor.authorWarrick, A.W.
dc.contributor.authorKnight, J
dc.date.accessioned2015-12-13T23:25:12Z
dc.date.available2015-12-13T23:25:12Z
dc.date.issued2002
dc.date.updated2015-12-12T09:23:56Z
dc.description.abstractTwo-dimensional unsaturated flow is considered through a circular inclusion. The hydraulic conductivity is of the form Kiexp(αh) where the saturated conductivity Ki is different in the main flow regime and the inclusion, α is a constant in the entire fl
dc.identifier.issn0043-1397
dc.identifier.urihttp://hdl.handle.net/1885/92562
dc.publisherAmerican Geophysical Union
dc.sourceWater Resources Research
dc.subjectKeywords: Hydraulic conductivity; Velocity; Unsaturated flow; Water resources; flow analysis; groundwater; hydraulic conductivity; two-dimensional flow; unsaturated flow; groundwater flow; hydraulic conductivity; two-dimensional flow; unsaturated flow Groundwater hydrology; Irrigation; Modelling; Soil moisture; Unsaturated zone
dc.titleTwo-dimensional unsaturated flow through a circular inclusion
dc.typeJournal article
local.bibliographicCitation.issue7
local.bibliographicCitation.lastpage18.6
local.bibliographicCitation.startpage18.1
local.contributor.affiliationWarrick, A.W., University of Arizona
local.contributor.affiliationKnight, J, College of Physical and Mathematical Sciences, ANU
local.contributor.authoruidKnight, J, u4124069
local.description.notesImported from ARIES
local.description.refereedYes
local.identifier.absfor010399 - Numerical and Computational Mathematics not elsewhere classified
local.identifier.ariespublicationMigratedxPub23685
local.identifier.citationvolume38
local.identifier.scopusID2-s2.0-0036661611
local.type.statusPublished Version

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