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    Using a Three-Dimensional Smoothed Particle Hydrodynamics Method for Wave Impact on a Tall Structure 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): M. Gómez-Gesteira; Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: The impact of a single wave generated by a dam break with a tall structure is modeled with a three-dimensional version of the smoothed particle hydrodynamics method. The method is used to analyze the propagation of a long ...
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    Modeling Dam Break Behavior over a Wet Bed by a SPH Technique 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): A. J. Crespo; M. Gómez-Gesteira; R. A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: Dam break evolution over dry and wet beds is analyzed with a smoothed particle hydrodynamics model. The model is shown to accurately fit both experimental dam break profiles and the measured velocities. In addition, the ...
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    Resolved Simulation of a Granular-Fluid Flow with a Coupled SPH-DCDEM Model 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): R. B. Canelas; J. M. Domínguez; A. J. C. Crespo; M. Gómez-Gesteira; R. M. L. Ferreira
    Publisher: American Society of Civil Engineers
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