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    Editorial 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Edward F. Thompson
    Publisher: American Society of Civil Engineers
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    Wave Grouping in Locally Generated Seas on Short Fetches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Edward F. Thompson; John Oliver
    Publisher: American Society of Civil Engineers
    Abstract: Wave staff data from the U.S. Army Corps of Engineers Floating Breakwater Prototype Test Program in Puget Sound, Wash., are analyzed for wave grouping. Most previous studies have focussed on ocean conditions, where fetches, ...
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    Shallow Water Wave Height Parameters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Edward F. Thompson; C. Linwood Vincent
    Publisher: American Society of Civil Engineers
    Abstract: Experimental evidence shows that two commonly-used estimates of significant wave height behave differently during the shoaling process. Further, the estimates behave differently for monochromatic and irregular wave conditions. ...
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    High Wave Grouping in Shallow Water 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Edward F. Thompson; William N. Seelig
    Publisher: American Society of Civil Engineers
    Abstract: Characteristics of groups of high ocean waves are studied in varying water depths using field measurements and laboratory simulations. Field data were collected from a shore‐perpendicular line of gages at the Coastal ...
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    Significant Wave Height for Shallow Water Design 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Edward F. Thompson; C. L. Vincent
    Publisher: American Society of Civil Engineers
    Abstract: Wave height parameters used in coastal and ocean engineering are grouped into three classes according to their definition bases: height statistics, energy, and monochromatic. Parameters within each class are easily ...
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    Practical Modeling of Hurricane Surface Wind Fields 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Edward F. Thompson; Vincent J. Cardone
    Publisher: American Society of Civil Engineers
    Abstract: Approaches for recreating hurricane surface winds in relation to ocean wave, surge, and current modeling are reviewed. A discrete numerical wind field model, based on original developments at New York University in the ...
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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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    Validation of Numerical Model for Wind Waves and Swell in Harbors 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Edward F. Thompson; H. S. Chen; Lori L. Hadley
    Publisher: American Society of Civil Engineers
    Abstract: The numerical wave model HARBD has been used extensively within and outside the U.S. Army Corps of Engineers for estimating waves in harbors. The model was originally developed for long waves (harbor oscillations). It has ...
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