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    Discussion of “<i>Irregular Wave Overtopping on Gravel Islands</i>” by Nobuhisa Kobayashi and Allan M. Reece (November, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
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    Influence of Wind on Breaking Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: The influence of local wind on nearshore breaking waves was investigated in a laboratory wave‐wind flume. The breaker location, geometry, and type were found to depend strongly upon the wind direction. Onshore winds cause ...
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    Simple Conceptual Explanation of Down‐Drift Offset Inlets 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: A very simple, conceptual explanation of the cause of down‐drift offset inlets is presented. Sheltering of a time‐varying wave climate by the inlet's ebb‐tidal shoal causes the offset. Wave sheltering is defined to include ...
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    Closure to “<i>Simple Conceptual Explanation of Down‐Drift Offset Inlets</i>” by Scott L. Douglass (March/April, 1991, Vol. 117, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
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    Estimating Extreme Values of Run‐Up on Beaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: The limit of run-up on beaches has important coastal engineering and management implications. However, existing guidance on estimating run-up on sandy beaches is sparse and is based on parameters and models developed for ...
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    Estimating Landward Migration of Nearshore Constructed Sand Mounds 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: A model for the migration of submerged mounds constructed offshore of the day-to-day surf zone but within the depths disturbed by waves during storm events is developed. The model considers net shoreward sand transport due ...
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    Prediction of Wind Waves in a Shallow Estuary 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Qin Chen; Haihong Zhao; Kelin Hu; Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: In comparison with wave modeling on an open coast, the complex geometry and bathymetry of estuaries, the unsteady conditions associated with estuarine circulation generated by tides and winds, and the relatively inadequate ...
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    Sand‐Bypassing Simulation Using Synthetic Longshore Transport Data 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): J. Richard Weggel; Scott L. Douglass; John E. Tunnell
    Publisher: American Society of Civil Engineers
    Abstract: Longshore‐sand transport rates in the vicinity of Indian River Inlet, Delaware are calculated from the Corps of Engineers' Wave Information Study (WIS) wave hindcast data. The longshore transport rate data are divided into ...
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