Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/1235
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | - |
dc.creator | Chau, KW | - |
dc.creator | Jiang, YW | - |
dc.date.accessioned | 2014-12-11T08:27:30Z | - |
dc.date.available | 2014-12-11T08:27:30Z | - |
dc.identifier.issn | 0733-9429 | - |
dc.identifier.uri | http://hdl.handle.net/10397/1235 | - |
dc.language.iso | en | en_US |
dc.publisher | American Society of Civil Engineers | en_US |
dc.rights | Journal 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.subject | Numerical models | en_US |
dc.subject | Three-dimensional models | en_US |
dc.subject | Estuaries | en_US |
dc.subject | Flow patterns | en_US |
dc.subject | Turbulence | en_US |
dc.subject | Stratification | en_US |
dc.title | 3D numerical model for Pearl River estuary | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.description.otherinformation | Author name used in this publication: K. W. Chau | en_US |
dc.identifier.spage | 72 | - |
dc.identifier.epage | 82 | - |
dc.identifier.volume | 127 | - |
dc.identifier.issue | 1 | - |
dc.identifier.doi | 10.1061/(ASCE)0733-9429(2001)127:1(72) | - |
dcterms.abstract | A 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.accessRights | open access | en_US |
dcterms.bibliographicCitation | Journal of hydraulic engineering, Jan. 2001, v. 127, no. 1, p. 72-82 | - |
dcterms.isPartOf | Journal of hydraulic engineering | - |
dcterms.issued | 2001-01 | - |
dc.identifier.isi | WOS:000165874000007 | - |
dc.identifier.scopus | 2-s2.0-0034745745 | - |
dc.identifier.eissn | 1943-7900 | - |
dc.identifier.rosgroupid | r01983 | - |
dc.description.ros | 2000-2001 > Academic research: refereed > Publication in refereed journal | - |
dc.description.oa | Accepted Manuscript | en_US |
dc.identifier.FolderNumber | OA_IR/PIRA | en_US |
dc.description.pubStatus | Published | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
JHE.pdf | Pre-published version | 177.62 kB | Adobe PDF | View/Open |
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