Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14382
DC FieldValueLanguage
dc.contributor.authorDeutsch, Clayton V.-
dc.contributor.authorGrant, Marshall L.-
dc.contributor.authorKyriakidis, Phaedon-
dc.date.accessioned2019-07-08T08:23:31Z-
dc.date.available2019-07-08T08:23:31Z-
dc.date.issued1999-03-
dc.identifier.citationComputers and Geosciences,1999, vol. 25, no. 2, pp. 161-169en_US
dc.identifier.issn983004-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/14382-
dc.description.abstractApplication of the truncated Gaussian method for categorical variable simulation requires the calculation of an appropriate normal scores variogram for generating the Gaussian random field. In the case of only two categories, the appropriate variogram can be determined by inverting the indicator variogram model from the bivariate Gaussian distribution. Even though no closed-form relation exists for such inversion, the proper normal scores variogram can be obtained through numerical integration via a series approximation. The procedure is illustrated with a small simulation example demonstrating the close reproduction of the variogram of the categorical data.en_US
dc.language.isoenen_US
dc.relation.ispartofComputers and Geosciencesen_US
dc.rights© Elsevieren_US
dc.subjectGaussian random fieldsen_US
dc.subjectGeostatisticsen_US
dc.subjectIndicator variogramsen_US
dc.subjectStochastic simulationen_US
dc.titleCalculation of the normal scores variogram used for truncated Gaussian lithofacies simulation: Theory and FORTRAN codeen_US
dc.typeArticleen_US
dc.collaborationStanford Universityen_US
dc.collaborationUniversity of Albertaen_US
dc.collaborationYale Universityen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsHybrid Open Accessen_US
dc.countryUnited Statesen_US
dc.countryCanadaen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/S0098-3004(98)00124-1en_US
dc.identifier.scopus2-s2.0-0033021660en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/0033021660en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
dc.relation.issue2en_US
dc.relation.volume25en_US
cut.common.academicyear1998-1999en_US
dc.identifier.spage161en_US
dc.identifier.epage169en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.languageiso639-1en-
item.fulltextNo Fulltext-
crisitem.journal.journalissn0098-3004-
crisitem.journal.publisherElsevier-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0003-4222-8567-
crisitem.author.parentorgFaculty of Engineering and Technology-
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