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

Author:

Wood Deborah J.123,Peregrine D. Howell123,Bruce Tom123

Affiliation:

1. 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: deborah@math.uio.no

2. 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

3. Lect., School of Mech. Engrg., Univ. of Edinburgh, Sanderson Build., King's Build., Edinburgh EH9 3JL, U.K. E-mail: Tom.Bruce@ed.ac.uk

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference22 articles.

1. Bagnold R. A. (1939). “Interim report on wave-pressure research.” J. Inst. Civ. Engrgs. 12 202–226.

2. Bruce T. and Vicinanza D. (1998). “Wave kinematics in front of caisson breakwaters.” Proc. 8th Int. Polar and Offshore Engrg. Conf. (ISOPE '98) Vol. 3 ISOPE Golden Colo. 658–664.

3. Chan E. S. (1994). “Mechanics of deep water plunging-wave impacts on vertical structures.” Coast. Engrg. 22 115–133.

4. Cooker M. J. and Peregrine D. H. (1990). “A model for breaking wave impact pressures.” Proc. 22nd Int. Conf. Coast. Engrg. Vol. 1 ASCE New York 1473–1486.

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