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    Improvement of Parabolic Nonlinear Dispersive Wave Model 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): James M. Kaihatu
    Publisher: American Society of Civil Engineers
    Abstract: Improvements to a previously published nonlinear parabolic wave model are developed and implemented. A second-order correction to a free-surface boundary condition used to develop the original model is formulated. The ...
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    Wave Transformation at Pensacola Pass, Florida 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Paul. A. Work; James M. Kaihatu
    Publisher: American Society of Civil Engineers
    Abstract: Time series of wave, mean current, tidal stage, and wind data collected at Perdido Key, Fla. are analyzed to assess the influence of a large, dredged, microtidal inlet with sizeable shoals on the surrounding wave conditions. ...
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    Two-Dimensional Parabolic Modeling of Extended Boussinesq Equations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): James M. Kaihatu; James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: A frequency domain wave transformation model is derived from a set of time-dependent extended Boussinesq equations. In contrast to an earlier study, this model is derived directly from the (η,
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    2015 Best Paper Award 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): James M. Kaihatu; H. Ronald Riggs
    Publisher: American Society of Civil Engineers
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    Application of a Consistent Nonlinear Mild-Slope Equation Model to Random Wave Propagation and Dissipation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024015-1
    Author(s): In-Chul Kim; James M. Kaihatu
    Publisher: American Society of Civil Engineers
    Abstract: In the context of actual surface wave conditions, the wave field is represented as a set of complex fluctuations that randomly change in both time and space, commonly known as “random waves.” These random waves can be ...
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    Incorporation of Wind Effects Into Boussinesq Wave Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Qin Chen; James M. Kaihatu; Paul A. Hwang
    Publisher: American Society of Civil Engineers
    Abstract: Recent advances in the Boussinesq modeling of nearshore hydrodynamics offer a platform for the study of wind effects on wave transformation and breaking-generated nearshore circulation. The paper documents: (1) the new ...
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    Parameterization of Maximum Significant Wave Heights in Coastal Regions due to Hurricanes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Wonhyun Lee; Patrick W. McLaughlin; James M. Kaihatu
    Publisher: American Society of Civil Engineers
    Abstract: A method for expedient characterization of maximum nearshore wave heights due to hurricanes is described. This method, referred to as the wave response function (WRF) method, relates hurricane parameters to maximum wave ...
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