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    Alternative Form of Boussinesq Equations for Nearshore Wave Propagation

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author:
    Okey Nwogu
    DOI: 10.1061/(ASCE)0733-950X(1993)119:6(618)
    Publisher: American Society of Civil Engineers
    Abstract: Boussinesq‐type equations can be used to model the nonlinear transformation of surface waves in shallow water due to the effects of shoaling, refraction, diffraction, and reflection. Different linear dispersion relations can be obtained by expressing the equations in different velocity variables. In this paper, a new form of the Boussinesq equations is derived using the velocity at an arbitrary distance from the still water level as the velocity variable instead of the commonly used depth‐averaged velocity. This significantly improves the linear dispersion properties of the Boussinesq equations, making them applicable to a wider range of water depths. A finite difference method is used to solve the equations. Numerical and experimental results are compared for the propagation of regular and irregular waves on a constant slope beach. The results demonstrate that the new form of the equations can reasonably simulate several nonlinear effects that occur in the shoaling of surface waves from deep to shallow water including the amplification of the forced lower‐ and higher‐frequency wave harmonics and the associated increase in the horizontal and vertical asymmetry of the waves.
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      Alternative Form of Boussinesq Equations for Nearshore Wave Propagation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/41020
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorOkey Nwogu
    date accessioned2017-05-08T21:09:44Z
    date available2017-05-08T21:09:44Z
    date copyrightNovember 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A6%28618%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41020
    description abstractBoussinesq‐type equations can be used to model the nonlinear transformation of surface waves in shallow water due to the effects of shoaling, refraction, diffraction, and reflection. Different linear dispersion relations can be obtained by expressing the equations in different velocity variables. In this paper, a new form of the Boussinesq equations is derived using the velocity at an arbitrary distance from the still water level as the velocity variable instead of the commonly used depth‐averaged velocity. This significantly improves the linear dispersion properties of the Boussinesq equations, making them applicable to a wider range of water depths. A finite difference method is used to solve the equations. Numerical and experimental results are compared for the propagation of regular and irregular waves on a constant slope beach. The results demonstrate that the new form of the equations can reasonably simulate several nonlinear effects that occur in the shoaling of surface waves from deep to shallow water including the amplification of the forced lower‐ and higher‐frequency wave harmonics and the associated increase in the horizontal and vertical asymmetry of the waves.
    publisherAmerican Society of Civil Engineers
    titleAlternative Form of Boussinesq Equations for Nearshore Wave Propagation
    typeJournal Paper
    journal volume119
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:6(618)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 006
    contenttypeFulltext
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