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    Numerical Modeling of Breaking Waves and Cross-Shore Currents on Barred Beaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Mustafa Kemal Cambazoglu; Kevin A. Haas
    Publisher: American Society of Civil Engineers
    Abstract: A process-based numerical model has been used to study nearshore hydrodynamics on barred beaches. A laboratory experiment with an offshore bar migration case followed by an onshore bar migration is simulated. A new mechanism ...
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    Video Measurements of Large-Scale Flows in a Laboratory Wave Basin 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Kevin A. Haas; Andrew B. Kennedy; Brian K. Sapp
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes nonintrusive optical techniques to measure large-scale
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    Rip Currents with Varying Gap Widths 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Andrew B. Kennedy; Yang Zhang; Kevin A. Haas
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of rip currents with changing bar and gap lengths was tested in a series of laboratory experiments using video-tracked floating drifters. Qualitatively, currents showed strong differences in overall character ...
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    Observations of Primary Ship Waves at the Margins of a Confined Tidal River 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024009-1
    Author(s): Alexandra C. Muscalus; Kevin A. Haas; Donald R. Webster
    Publisher: American Society of Civil Engineers
    Abstract: Primary waves produced by large ships in confined waterways can threaten the sustainability and safety of coastal regions near maritime shipping routes, but the present understanding and predictability of primary wave ...
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    Depth Inversion in the Surf Zone with Inclusion of Wave Nonlinearity Using Video-Derived Celerity 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Jeseon Yoo; Hermann M. Fritz; Kevin A. Haas; Paul A. Work; Christopher F. Barnes
    Publisher: American Society of Civil Engineers
    Abstract: A process is described for computation of bathymetry in and near the surf zone, from spatially varying celerity and breakpoint location data. The procedure involves the use of three submodels: (1) a wave shoaling model ...
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