3D Numerical Model for Pearl River Estuary
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 stratificati...
Gespeichert in:
| Veröffentlicht in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2001-01, Vol.127 (1), p.72-82 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 82 |
|---|---|
| container_issue | 1 |
| container_start_page | 72 |
| container_title | Journal of hydraulic engineering (New York, N.Y.) |
| container_volume | 127 |
| creator | Chau, K. W Jiang, Y. W |
| description | 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. |
| doi_str_mv | 10.1061/(ASCE)0733-9429(2001)127:1(72) |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_18022602</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>18022602</sourcerecordid><originalsourceid>FETCH-LOGICAL-a541t-c7cc38a85ffd46989cdd8b4442ed8c684a13ed9d481dd78fa2b26a192e2eb9323</originalsourceid><addsrcrecordid>eNp9kF9LwzAUxYMoOKffoSCMTajmJlmTCD6MrTplTvEPPoYsSaGjW2eyCn57GzZ9NA_JffjlnHsOQj3Al4AzuOqPXsf5AHNKU8mI7BOMYQCEX0Ofk8EB6oBkNOUS40PU-cOO0UkIyxZlmRQddEEnybxZOV8aXSWPtXVVUtQ-eXbaV8lL-eV8kodto_33KToqdBXc2f7tovfb_G08TWdPd_fj0SzVQwbb1HBjqNBiWBQ2ekhjrVgwxoizwmSCaaDOSssEWMtFocmCZBokccQtJCW0i3o73Y2vPxsXtmpVBuOqSq9d3QQFAhOS4Qje7EDj6xC8K9TGl6t2UwVYxYqUihWpmF3F7CpWpNqKFCge_5_vjXRo0xder00Z_kQE45JDS33sqBZyalk3ft2mVw_TfD4RuBUkHMcD8eJkN_8u8K__D3lIfNs</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>18022602</pqid></control><display><type>article</type><title>3D Numerical Model for Pearl River Estuary</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Chau, K. W ; Jiang, Y. W</creator><creatorcontrib>Chau, K. W ; Jiang, Y. W</creatorcontrib><description>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.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)0733-9429(2001)127:1(72)</identifier><identifier>CODEN: JHEND8</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Brackish ; China, People's Rep., Pearl Estuary ; Coastal oceanography, estuaries. Regional oceanography ; Earth, ocean, space ; Exact sciences and technology ; External geophysics ; Marine ; Physics of the oceans ; TECHNICAL NOTE</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2001-01, Vol.127 (1), p.72-82</ispartof><rights>2001 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a541t-c7cc38a85ffd46989cdd8b4442ed8c684a13ed9d481dd78fa2b26a192e2eb9323</citedby><cites>FETCH-LOGICAL-a541t-c7cc38a85ffd46989cdd8b4442ed8c684a13ed9d481dd78fa2b26a192e2eb9323</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9429(2001)127:1(72)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9429(2001)127:1(72)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,4024,27923,27924,27925,76193,76201</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=847971$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Chau, K. W</creatorcontrib><creatorcontrib>Jiang, Y. W</creatorcontrib><title>3D Numerical Model for Pearl River Estuary</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>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.</description><subject>Brackish</subject><subject>China, People's Rep., Pearl Estuary</subject><subject>Coastal oceanography, estuaries. Regional oceanography</subject><subject>Earth, ocean, space</subject><subject>Exact sciences and technology</subject><subject>External geophysics</subject><subject>Marine</subject><subject>Physics of the oceans</subject><subject>TECHNICAL NOTE</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2001</creationdate><recordtype>article</recordtype><recordid>eNp9kF9LwzAUxYMoOKffoSCMTajmJlmTCD6MrTplTvEPPoYsSaGjW2eyCn57GzZ9NA_JffjlnHsOQj3Al4AzuOqPXsf5AHNKU8mI7BOMYQCEX0Ofk8EB6oBkNOUS40PU-cOO0UkIyxZlmRQddEEnybxZOV8aXSWPtXVVUtQ-eXbaV8lL-eV8kodto_33KToqdBXc2f7tovfb_G08TWdPd_fj0SzVQwbb1HBjqNBiWBQ2ekhjrVgwxoizwmSCaaDOSssEWMtFocmCZBokccQtJCW0i3o73Y2vPxsXtmpVBuOqSq9d3QQFAhOS4Qje7EDj6xC8K9TGl6t2UwVYxYqUihWpmF3F7CpWpNqKFCge_5_vjXRo0xder00Z_kQE45JDS33sqBZyalk3ft2mVw_TfD4RuBUkHMcD8eJkN_8u8K__D3lIfNs</recordid><startdate>200101</startdate><enddate>200101</enddate><creator>Chau, K. W</creator><creator>Jiang, Y. W</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TN</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope></search><sort><creationdate>200101</creationdate><title>3D Numerical Model for Pearl River Estuary</title><author>Chau, K. W ; Jiang, Y. W</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a541t-c7cc38a85ffd46989cdd8b4442ed8c684a13ed9d481dd78fa2b26a192e2eb9323</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2001</creationdate><topic>Brackish</topic><topic>China, People's Rep., Pearl Estuary</topic><topic>Coastal oceanography, estuaries. Regional oceanography</topic><topic>Earth, ocean, space</topic><topic>Exact sciences and technology</topic><topic>External geophysics</topic><topic>Marine</topic><topic>Physics of the oceans</topic><topic>TECHNICAL NOTE</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chau, K. W</creatorcontrib><creatorcontrib>Jiang, Y. W</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chau, K. W</au><au>Jiang, Y. W</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>3D Numerical Model for Pearl River Estuary</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2001-01</date><risdate>2001</risdate><volume>127</volume><issue>1</issue><spage>72</spage><epage>82</epage><pages>72-82</pages><issn>0733-9429</issn><eissn>1943-7900</eissn><coden>JHEND8</coden><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.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9429(2001)127:1(72)</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0733-9429 |
| ispartof | Journal of hydraulic engineering (New York, N.Y.), 2001-01, Vol.127 (1), p.72-82 |
| issn | 0733-9429 1943-7900 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_18022602 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Brackish China, People's Rep., Pearl Estuary Coastal oceanography, estuaries. Regional oceanography Earth, ocean, space Exact sciences and technology External geophysics Marine Physics of the oceans TECHNICAL NOTE |
| title | 3D Numerical Model for Pearl River Estuary |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-25T11%3A35%3A44IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=3D%20Numerical%20Model%20for%20Pearl%20River%20Estuary&rft.jtitle=Journal%20of%20hydraulic%20engineering%20(New%20York,%20N.Y.)&rft.au=Chau,%20K.%20W&rft.date=2001-01&rft.volume=127&rft.issue=1&rft.spage=72&rft.epage=82&rft.pages=72-82&rft.issn=0733-9429&rft.eissn=1943-7900&rft.coden=JHEND8&rft_id=info:doi/10.1061/(ASCE)0733-9429(2001)127:1(72)&rft_dat=%3Cproquest_cross%3E18022602%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=18022602&rft_id=info:pmid/&rfr_iscdi=true |