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    Three-Dimensional Modeling of Tidal Circulation in Bay of Fundy

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    S. Sankaranarayanan
    ,
    Deborah French McCay
    DOI: 10.1061/(ASCE)0733-950X(2003)129:3(114)
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) hydrodynamic model application to the Bay of Fundy was performed using a boundary-fitted coordinate hydrodynamic model. Because the Saint John River and Harbour area were of interest for this study, a very fine grid with a resolution range of 50–100 m was used in the Saint John Harbour region, while a grid resolution of about 2–3 km was used in the Bay of Fundy. The model forcing functions consist of tidal elevations along the open boundary and fresh water flows from the Saint John River. The model-predicted surface elevation compares well with the observed surface elevation at Saint John and the root mean square error in the model-predicted surface elevation for a 60-day period is found to be 4%. The amplitudes and phases of the major tidal constituents at 24 tidal stations, obtained from a harmonic analysis of a 60-day simulation, compares well with the observed data obtained from Canadian Hydrographic Survey. The predicted harmonic amplitudes and phases of the
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      Three-Dimensional Modeling of Tidal Circulation in Bay of Fundy

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41474
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorS. Sankaranarayanan
    contributor authorDeborah French McCay
    date accessioned2017-05-08T21:10:25Z
    date available2017-05-08T21:10:25Z
    date copyrightMay 2003
    date issued2003
    identifier other%28asce%290733-950x%282003%29129%3A3%28114%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41474
    description abstractA three-dimensional (3D) hydrodynamic model application to the Bay of Fundy was performed using a boundary-fitted coordinate hydrodynamic model. Because the Saint John River and Harbour area were of interest for this study, a very fine grid with a resolution range of 50–100 m was used in the Saint John Harbour region, while a grid resolution of about 2–3 km was used in the Bay of Fundy. The model forcing functions consist of tidal elevations along the open boundary and fresh water flows from the Saint John River. The model-predicted surface elevation compares well with the observed surface elevation at Saint John and the root mean square error in the model-predicted surface elevation for a 60-day period is found to be 4%. The amplitudes and phases of the major tidal constituents at 24 tidal stations, obtained from a harmonic analysis of a 60-day simulation, compares well with the observed data obtained from Canadian Hydrographic Survey. The predicted harmonic amplitudes and phases of the
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Modeling of Tidal Circulation in Bay of Fundy
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:3(114)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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