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    Spectral Sampling Method for Uncertainty Propagation in Long-Wave Runup Modeling 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Liang Ge; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a stochastic approach to model input uncertainty with a general statistical distribution and its propagation through the nonlinear long-wave equations. A Godunov-type scheme mimics breaking waves as ...
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    Hydrodynamics of Ice Mass Near Large Offshore Structure 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Michael Isaacson; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: The changes in flow field around an ice mass drifting in a current near a large offshore structure are investigated using potential theory. A formulation in two dimensions is adopted here to allow relatively accurate results ...
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    Time‐Domain Solution for Second‐Order Wave Diffraction 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Michael Isaacson; Kwok‐Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method for calculating the transient, second‐order interaction of ocean waves with large fixed offshore structures of arbitrary shape is described. The development of the flow together with the associated fluid ...
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    Time‐Domain Second‐Order Wave Diffraction in Three Dimensions 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Michael Isaacson; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: A time‐domain second‐order method is developed to study nonlinear wave diffraction around a surface‐piercing body of arbitrary shape in three dimensions. The free‐surface boundary conditions and the radiation condition are ...
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    Laminar and Turbulent Bottom Boundary Layer Induced by Nonlinear Water Waves 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Sing-Kwan Lee; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: Results of a numerical study to investigate wave-induced boundary layer flows are reported. In this study, the writers consider a coupled viscous-inviscid approach, in which the fully nonlinear free surface boundary ...
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    Settling Characteristics of Calcareous Sand 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): David A. Smith; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides quantitative comparisons and relationships for the fall velocities and drag coefficients of 998 calcareous sand grains collected on Oahu, Hawaii. Laboratory analyses of the grains provide the three ...
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    Initiation of Motion of Calcareous Sand 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): David A. Smith; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the initiation of motion of four natural and five sieved calcareous sand samples in unidirectional flow. Flume experiments yield the sediment transport rate as a function of bed shear stress up to ...
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    Nonlinear Response of Fluid-Filled Membrane in Gravity Waves 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 007
    Author(s): Amal C. Phadke; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a time-domain model for the nonlinear response of fluid-filled membranes in gravity waves. A formulation based on the principle of virtual work provides an integral governing equation for membrane ...
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    Linear Refraction-Diffraction Model for Steep Bathymetry 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Carmela N. Chandrasekera; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the mathematical formulation, the numerical solution, and the validation of a linear refraction-diffraction model for steep bathymetry. The model involves two coupled governing equations derived from, ...
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    Response of Bottom-Mounted Fluid-Filled Membrane in Gravity Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Amal C. Phadke; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: A linear, 2D numerical model is developed to investigate the hydrodynamic characteristics of a bottom-mounted fluid-filled membrane in normally incident waves. The static shape of the membrane, which is noncircular when ...
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