TECHNICAL PAPERS
Jul 1, 2000

Wave Impact on a Wall Using Pressure-Impulse Theory. I: Trapped Air

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 126, Issue 4

Abstract

Often 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.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 126Issue 4July 2000
Pages: 182 - 190

History

Received: Feb 2, 1999
Published online: Jul 1, 2000
Published in print: Jul 2000

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Authors

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Dept. of Mathematics, Univ. of Oslo, Mech. Div., P.O. Box 1053, Blindern, N-0316 Oslo, Norway; formerly, Res. Asst., School of Mathematics, Univ. of Bristol, University Walk, Bristol BS8 1TW, U.K. E-mail: [email protected]
Prof. of Appl. Mathematics, School of Mathematics, Univ. of Bristol, University Walk, Bristol BS8 1TW, U.K. E-mail: D.H.Peregrine@ bristol.ac.uk
Lect., School of Mech. Engrg., Univ. of Edinburgh, Sanderson Build., King's Build., Edinburgh EH9 3JL, U.K. E-mail: [email protected]

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