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    Forces on a Vertical Wall due to Long Waves, Bores, and Dry-Bed Surges 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Jerald D. Ramsden
    Publisher: American Society of Civil Engineers
    Abstract: The forces and overturning moments on a vertical wall due to the reflection of solitary waves, undular bores, turbulent bores, and surges on a dry bed were determined experimentally. The incident wave celerity, wave profile, ...
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    Forces on Vertical Wall Caused by Incident Bores 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Jerald D. Ramsden; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The forces on a vertical wall due to the impact of a bore generated by a broken solitary wave were measured in the laboratory. The incident bores varied in height from 2.4 cm to 4.9 cm and in celerity from 75 cm/s to 126 ...
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