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    Depth‐Controlled Wave Height 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Charles L. Vincent
    Publisher: American Society of Civil Engineers
    Abstract: A method for estimating an upperbound on the total energy of the wind wave spectrum in shallow water is extended to define a depth‐controlled zero‐moment wave height for irregular waves. The method requires an estimate of ...
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    Observations of Wave Transformation near Breaking 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Charles L. Vincent; Robert E. Jensen
    Publisher: American Society of Civil Engineers
    Abstract: Analysis of the change in the spectrum of wind waves over a 5-km reach just prior to the surf zone during a major extratropical storm indicates that significant shifts in the spectral distribution of wave energy occur. For ...
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    Wave Transformation during Extratropical Storm 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Charles L. Vincent; Robert E. Jensen
    Publisher: American Society of Civil Engineers
    Abstract: Wave observations made during an October 1990 storm on the North Carolina coast are used to investigate the evolution of wind waves as they propagate from about 48 m to 8.5 m of water. The observations include height, ...
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    Distribution of Extreme Waves Behind a Shoal 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Charles L. Vincent; Michael J. Briggs
    Publisher: American Society of Civil Engineers
    Abstract: In 1989 Vincent and Briggs found that irregular waves with directional spread typical of natural wave systems were not as strongly focused behind a shoal as would be predicted from use of monochromatic waves. These conclusions ...
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    Wind Wave Growth in Shallow Water 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Charles L. Vincent; Steven A. Hughes
    Publisher: American Society of Civil Engineers
    Abstract: New developments in the area of shallow water wave spectra have aided in the derivation of an equation for the limiting wave height in the case of fully saturated wind seas in shallow water. The result is very similar to ...
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    Refraction—Diffraction of Irregular Waves over a Mound 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Charles L. Vincent; Michael J. Briggs
    Publisher: American Society of Civil Engineers
    Abstract: The transformation of monochromatic and directionally‐spread irregular waves passing over a submerged elliptical mound was studied in a controlled laboratory experiment. A directional spectral wave generator was used to ...
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    Shoaling and Decay of Two Wave Trains on Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Jane McKee Smith; Charles L. Vincent
    Publisher: American Society of Civil Engineers
    Abstract: Shoaling and decay of irregular wave trains with two distinct frequency peaks are simulated in a wave flume. The relative energy in each wave train, the closeness of the frequency peaks, and the total wave energy were ...
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    Wave Diffraction around Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Michael J. Briggs; Edward F. Thompson; Charles L. Vincent
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional, physical model study of wave diffraction around a semi-infinite breakwater was conducted using a directional spectral wave generator. Both regular and irregular waves with narrow and broad frequency ...
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