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    Wave Simulations in Ponce de Leon Inlet Using Boussinesq Model

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    Fengyan Shi
    ,
    James T. Kirby
    ,
    Robert A. Dalrymple
    ,
    Qin Chen
    DOI: 10.1061/(ASCE)0733-950X(2003)129:3(124)
    Publisher: American Society of Civil Engineers
    Abstract: An improved curvilinear grid model based on fully nonlinear Boussinesq equations is used to simulate wave propagation in Ponce de Leon Inlet, Fla. We employ the nearshore bathymetry of Ponce de Leon Inlet and generate a stretched curvilinear grid that can resolve shortwaves in the nearshore region and fit the complex geometry. Simulations of 18 cases with monochromatic input waves and Texel-Marsden-Arsloe spectral waves are carried out on the same scale as in the 1:100 scale physical model conducted at the U.S. Army Engineer Research and Development Center. Wave height comparisons, time series comparisons of surface elevation for monochromatic wave cases, and comparisons of power spectrum for spectral wave cases are made between numerical results and laboratory measurements. Comparison is also made between the probability distribution of surface elevation and skewness and asymmetry measures for both the measured data and the Boussinesq model results. It is shown that for the computations of nonlinear wave transformation over irregular bathymetry, the Boussinesq model is able to predict nonlinear wave features and is thus a more accurate model than some conventional models in shallow water.
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      Wave Simulations in Ponce de Leon Inlet Using Boussinesq Model

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41475
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorFengyan Shi
    contributor authorJames T. Kirby
    contributor authorRobert A. Dalrymple
    contributor authorQin Chen
    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%28124%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41475
    description abstractAn improved curvilinear grid model based on fully nonlinear Boussinesq equations is used to simulate wave propagation in Ponce de Leon Inlet, Fla. We employ the nearshore bathymetry of Ponce de Leon Inlet and generate a stretched curvilinear grid that can resolve shortwaves in the nearshore region and fit the complex geometry. Simulations of 18 cases with monochromatic input waves and Texel-Marsden-Arsloe spectral waves are carried out on the same scale as in the 1:100 scale physical model conducted at the U.S. Army Engineer Research and Development Center. Wave height comparisons, time series comparisons of surface elevation for monochromatic wave cases, and comparisons of power spectrum for spectral wave cases are made between numerical results and laboratory measurements. Comparison is also made between the probability distribution of surface elevation and skewness and asymmetry measures for both the measured data and the Boussinesq model results. It is shown that for the computations of nonlinear wave transformation over irregular bathymetry, the Boussinesq model is able to predict nonlinear wave features and is thus a more accurate model than some conventional models in shallow water.
    publisherAmerican Society of Civil Engineers
    titleWave Simulations in Ponce de Leon Inlet Using Boussinesq Model
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:3(124)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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