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contributor authorDeborah J. Wood
contributor authorD. Howell Peregrine
contributor authorTom Bruce
date accessioned2017-05-08T21:10:16Z
date available2017-05-08T21:10:16Z
date copyrightJuly 2000
date issued2000
identifier other%28asce%290733-950x%282000%29126%3A4%28182%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41345
description abstractOften when a plunging breaker impacts on a wall, an air pocket is trapped at the wall. This paper extends a pressure-impulse model for wave impact on a wall to include a simple model of a trapped air pocket. The inclusion of an air pocket leads to a higher impulse at impact for a given wave as there is some rebound of the water. The model is shown to compare satisfactorily with small-scale experimental data performed on a caisson breakwater with an impermeable berm. The effect of a porous berm on pressure impulse is investigated theoretically in a companion paper.
publisherAmerican Society of Civil Engineers
titleWave Impact on a Wall Using Pressure-Impulse Theory. I: Trapped Air
typeJournal Paper
journal volume126
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2000)126:4(182)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 004
contenttypeFulltext


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