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    Numerical Model of Wave Run-Up, Overtopping, and Regeneration 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): Nicholas Dodd
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model of wave run-up, overtopping, and regeneration is presented. The model (called OTT) is based on the one-dimensional nonlinear shallow water equations on a sloping bed, including the effects of bed shear ...
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    Nonlinear Shallow Water Equation Modeling for Coastal Engineering 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Maurizio Brocchini; Nicholas Dodd
    Publisher: American Society of Civil Engineers
    Abstract: Modeling of nearshore flows by means of the classic nonlinear shallow water equations is reviewed and analyzed with a specific focus on the interdependence between physical phenomena, model equations, and numerical schemes. ...
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    Modeling Flow In and Above a Porous Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): Suzanne Clarke; Nicholas Dodd; Jesper Damgaard
    Publisher: American Society of Civil Engineers
    Abstract: The development of a numerical model for the simulation of water flow in and above a porous beach is described. The model, OTTP-1D, is based on a previous hydrodynamic model of the swash zone, OTT-1D, and builds on the ...
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    Investigation of Momentum Correction Factor in the Swash Flow 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022019
    Author(s): Fangfang Zhu; Nicholas Dodd; Magnus Larson; Jie Zhang
    Publisher: ASCE
    Abstract: Swash flows are commonly modeled using the nonlinear shallow water equations (NSWEs). In the derivation of the NSWEs, directly from depth-averaging the Navier–Stokes equations, a so-called momentum correction factor, β, ...
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