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    Laboratory Study of Reef‐Lagoon System Hydraulics 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): William N. Seelig
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments were conducted to investigate the influence of wind waves on ponding level, surf beat, transmitted wave characteristics, and beach runup of an idealized reef‐lagoon system. Independent variables ...
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    Understanding Beach Erosion and Accretion 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): William N. Seelig
    Publisher: American Society of Civil Engineers
    Abstract: Improved understanding of beach erosion and accretion has been attained by reanalyzing large-scale, two-dimensional monochromatic laboratory data, using the data to develop an empirical beach volume change model, and ...
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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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    Wave Overtopping Generated Flow Through Offshore Breakwater Gaps 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Todd L. Walton, Jr.; William N. Seelig
    Publisher: American Society of Civil Engineers
    Abstract: This note describes a simplified method for estimating the flow rate and flow velocity through the gaps of permeable offshore segmented breakwaters caused by wave overtopping. The method incorporates previous two-dimensional ...
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