Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/1235
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorChau, KW-
dc.creatorJiang, YW-
dc.date.accessioned2014-12-11T08:27:30Z-
dc.date.available2014-12-11T08:27:30Z-
dc.identifier.issn0733-9429-
dc.identifier.urihttp://hdl.handle.net/10397/1235-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rightsJournal of Hydraulic Engineering © 2001 ASCE. The published version in ASCE's Engineering Database is located at: http://cedb.asce.org/cgi/WWWdisplay.cgi?0100074.en_US
dc.subjectNumerical modelsen_US
dc.subjectThree-dimensional modelsen_US
dc.subjectEstuariesen_US
dc.subjectFlow patternsen_US
dc.subjectTurbulenceen_US
dc.subjectStratificationen_US
dc.title3D numerical model for Pearl River estuaryen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this publication: K. W. Chauen_US
dc.identifier.spage72-
dc.identifier.epage82-
dc.identifier.volume127-
dc.identifier.issue1-
dc.identifier.doi10.1061/(ASCE)0733-9429(2001)127:1(72)-
dcterms.abstractA 3D numerical model with an orthogonal curvilinear coordinate in the horizontal direction and sigma coordinate in the vertical direction has been developed. This model is based on POM (Princeton Ocean Model). In this model a second moment turbulence closure submodel is embedded and the stratification caused by salinity and temperature is considered. Furthermore, to adapt to estuary locations where the flow pattern is complex, the horizontal time differencing is implicit with the use of a time-splitting method instead of the explicit method in POM. This model is applied to the Pearl River estuary, which is the largest river system in South China, with Hong Kong at the eastern side of its entrance. The computation is verified and calibrated with field measurement data. The computed results mimic the field data well.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of hydraulic engineering, Jan. 2001, v. 127, no. 1, p. 72-82-
dcterms.isPartOfJournal of hydraulic engineering-
dcterms.issued2001-01-
dc.identifier.isiWOS:000165874000007-
dc.identifier.scopus2-s2.0-0034745745-
dc.identifier.eissn1943-7900-
dc.identifier.rosgroupidr01983-
dc.description.ros2000-2001 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
Appears in Collections:Journal/Magazine Article
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