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    Models for the Turbulent Diffusion Terms of Shallow Water Equations 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Sonia Castanedo; Raul Medina; Fernando J. Mendez
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of three different approximations of the turbulent diffusion terms, widely used to simulate shallow water flows, is carried out both analytically and experimentally. Based on the eddy viscosity concept, the ...
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    Wave-Induced Mean Magnitudes in Permeable Submerged Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Fernando J. Méndez; Inigo J. Losada; Miguel A. Losada
    Publisher: American Society of Civil Engineers
    Abstract: The influence of wave reflection and energy dissipation by breaking and by porous flow induced by a permeable submerged structure on second-order mean quantities such as mass flux, energy flux, radiation stress, and mean ...
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    Tsunami Response in Semienclosed Tidal Basins Using an Aggregated Model 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Susana Bastón; Maitane Olabarrieta; Pedro Lomónaco; Fernando J. Méndez; Raúl Medina
    Publisher: American Society of Civil Engineers
    Abstract: An aggregated model to evaluate tsunami response in semienclosed water bodies is presented in this work. The model is based on one-dimensional shallow water equations and can include long-wave external forcing such as a ...
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