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    3D Numerical Model for Pearl River Estuary

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author:
    K. W. Chau
    ,
    Y. W. Jiang
    DOI: 10.1061/(ASCE)0733-9429(2001)127:1(72)
    Publisher: American Society of Civil Engineers
    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.
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      3D Numerical Model for Pearl River Estuary

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25102
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    contributor authorK. W. Chau
    contributor authorY. W. Jiang
    date accessioned2017-05-08T20:43:55Z
    date available2017-05-08T20:43:55Z
    date copyrightJanuary 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A1%2872%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25102
    description 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.
    publisherAmerican Society of Civil Engineers
    title3D Numerical Model for Pearl River Estuary
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:1(72)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian