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    3D Analytic Model for Testing Numerical Tidal Models

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author:
    C. Li
    DOI: 10.1061/(ASCE)0733-9429(2001)127:9(709)
    Publisher: American Society of Civil Engineers
    Abstract: A 3D analytic solution is presented for tides in channels with arbitrary lateral depth variation. The solution is valid for narrow channels in which the lateral variation of the amplitude of tidal elevation is small. The error introduced by the solution is on the order of a few percent in a tidal channel of a few kilometers in width. The solution allows an arbitrary lateral depth variation and thus provides a wide choice of depth functions, especially those with large bottom slopes. The largest amplitude of the along-estuary velocity appears on the surface in the deepest water. The depth-averaged velocity is the largest in the deepest water. The time of flood (ebb) in deep water lags that in shallow water. The time of flood (ebb) on the surface lags that at the bottom. Since this solution is simple and allows arbitrary lateral depth variations, it can be used to demonstrate the first-order tidal flow in narrow tidal channels of variable depth, and to test high-resolution numerical models with large depth gradients.
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      3D Analytic Model for Testing Numerical Tidal Models

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    contributor authorC. Li
    date accessioned2017-05-08T20:44:06Z
    date available2017-05-08T20:44:06Z
    date copyrightSeptember 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A9%28709%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25243
    description abstractA 3D analytic solution is presented for tides in channels with arbitrary lateral depth variation. The solution is valid for narrow channels in which the lateral variation of the amplitude of tidal elevation is small. The error introduced by the solution is on the order of a few percent in a tidal channel of a few kilometers in width. The solution allows an arbitrary lateral depth variation and thus provides a wide choice of depth functions, especially those with large bottom slopes. The largest amplitude of the along-estuary velocity appears on the surface in the deepest water. The depth-averaged velocity is the largest in the deepest water. The time of flood (ebb) in deep water lags that in shallow water. The time of flood (ebb) on the surface lags that at the bottom. Since this solution is simple and allows arbitrary lateral depth variations, it can be used to demonstrate the first-order tidal flow in narrow tidal channels of variable depth, and to test high-resolution numerical models with large depth gradients.
    publisherAmerican Society of Civil Engineers
    title3D Analytic Model for Testing Numerical Tidal Models
    typeJournal Paper
    journal volume127
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:9(709)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 009
    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