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    Wave Propagation in Jettied Entrance Channels. II: Observations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Eloi Melo; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: Field measurements of surface gravity waves along the center line of the straight, 1 km long, 8 m deep, 250 m wide Mission Bay entrance channel (bounded by rubble‐mound jetties) are compared to a model developed in a ...
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    Wave Propagation in Jettied Entrance Channels. I: Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Eloi Melo; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: A model for the propagation of sea and swell waves in a channel bounded by rubble‐mound jetties is presented. The model combines elements of earlier work on waves normally incident on a breakwater with a modified diffraction ...
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    Observations of Seiche Forcing and Amplification in Three Small Harbors 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Michele Okihiro; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: Extensive field observations are used to characterize seiches (periods 0.5–30 min) in three small harbors with similar surface areas (∼1 km
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    Infragravity Seiches in a Small Harbor 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): G. Cuomo; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: A method is developed to estimate harbor seiche at Marina di Carrara, Italy, from the properties of wind-generated incident waves outside the harbor. A linear model of the spatial structure of amplified seiche modes is ...
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    Estimating Wave Heights from Pressure Measured in Sand Bed 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): B. Raubenheimer; Steve Elgar; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: Comparison of predicted with observed attenuation of pressure fluctuations shows that wave heights can be estimated with observations from a pressure sensor that is buried a known depth in fine sand. The attenuation of ...
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    Velocity Moments in Nearshore 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): R. T. Guza; Edward B. Thornton
    Publisher: American Society of Civil Engineers
    Abstract: Recent models for nearshore sediment transport suggest the importance of various moments of the fluid velocity field in determining transport rates. Using two days of field data from a low slope beach with moderate wave heights
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    Comparison of Spectral Refraction and Refraction‐Diffraction Wave Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): W. C. O'Reilly; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: Wave energy estimated from linear, spectral wave propagation models incorporating refraction and refraction‐diffraction are compared over two bottom configurations: an analytic circular shoal and relatively smooth coastal ...
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    Groups of Ocean Waves: Linear Theory, Approximations to Linear Theory, and Observations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Zhenhua Liu; Steve Elgar; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: Statistics of wave groups observed for a wide range of wave heights, power‐spectral shapes, and water depths are compared to the statistics predicted by both direct numerical simulation and analytic approximation of linear ...
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    Numerically Simulating Non-Gaussian Sea Surfaces 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Barry Vanhoff; Steve Elgar; R. T. Guza
    Publisher: American Society of Civil Engineers
    Abstract: A technique to simulate non-Gaussian time series with a desired (“target”) power spectrum and bispectrum is applied to ocean waves. The targets were obtained from observed bottom pressure fluctuations of shoaling, nonbreaking ...
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    Dispersion, Nonlinearity, and Viscosity in Shallow‐Water Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Steve Elgar; R. T. Guza; M. H. Freilich
    Publisher: American Society of Civil Engineers
    Abstract: The roles of frequency dispersion, nonlinearity, and laminar viscosity in the evolution of long waves over distances of many wavelengths in constant water depth are investigated with numerical solutions of the Boussinesq ...
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