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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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    Swash Zone Dynamics due to Impulsive Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Matteo Antuono; Maurizio Brocchini
    Publisher: American Society of Civil Engineers
    Abstract: On the basis of the recently proposed boundary value problem for the nonlinear shallow water equations and the extension of its available solutions for swash zone flows, we propose regression curves for the prediction of ...
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    60th Anniversary Special Issue on Significant Advances in Coastal Engineering 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Maurizio Brocchini; H. Ronald Riggs
    Publisher: American Society of Civil Engineers
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    Experimental Rotations of a Pendulum on Water Waves 

    Source: Journal of Computational and Nonlinear Dynamics:;2012:;volume( 007 ):;issue: 001:;page 11007
    Author(s): Stefano Lenci; Maurizio Brocchini; Carlo Lorenzoni
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The rotations of a parametric pendulum fitted onto a suitable floating support and forced to move vertically under the action of water waves have been studied on the basis of a dedicated ...
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    From Boussinesq-Type to Quasi-3D Models: A Comparative Analysis 

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 008:;page 04023025-1
    Author(s): Lorenzo Melito; Matteo Antuono; Maurizio Brocchini
    Publisher: ASCE
    Abstract: By comparing model results from tests of steady and oscillatory flows over a submerged bar (of interest for both riverine and marine environments), we highlight similarities and differences between a state-of-the-art ...
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    Modeling of the Wave Setup Inshore of an Array of Submerged Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Luciano Soldini; Carlo Lorenzoni; Maurizio Brocchini; Alessandro Mancinelli; Lorenzo Cappietti
    Publisher: American Society of Civil Engineers
    Abstract: A comparative assessment of available formulae for the water setup inshore of submerged breakwaters is made on the basis of a wide and varied dataset derived from basin and flume laboratory experiments. Formulae derived ...
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    Working of Defense Coastal Structures Dissipating by Macroroughness 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Carlo Lorenzoni; Luciano Soldini; Maurizio Brocchini; Alessandro Mancinelli; Matteo Postacchini; Elisa Seta; Sara Corvaro
    Publisher: American Society of Civil Engineers
    Abstract: The working features of innovative coastal defense structures that can dissipate the energy of incoming waves by the action of large-scale bottom unevennesses (rigid blades covering the lower half of the water depth) were ...
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