EXPERIMENTAL STUDY OF PRESSURE DISTRIBUTIONS DUE TO THE BREAKING WAVE IMPACTS

Dogan Kisacik; Peter Troch; Philippe Van Bogaert

doi:10.9753/icce.v33.structures.77

No. 33 (2012), Coastal Structures

No. 33 (2012)

EXPERIMENTAL STUDY OF PRESSURE DISTRIBUTIONS DUE TO THE BREAKING WAVE IMPACTS

Coastal Structures

https://doi.org/10.9753/icce.v33.structures.77

Published 2012-12-15

Dogan Kisacik⁺⁻
Peter Troch⁺⁻
Philippe Van Bogaert⁺⁻

Dogan Kisacik

Ghent University

Peter Troch

Ghent University

Philippe Van Bogaert

Ghent University

PDF

Keywords

vertical walls
breaking wave impact
impact pressure and force

How to Cite

Kisacik, D., Troch, P., & Van Bogaert, P. (2012). EXPERIMENTAL STUDY OF PRESSURE DISTRIBUTIONS DUE TO THE BREAKING WAVE IMPACTS. Coastal Engineering Proceedings, 1(33), structures.77. https://doi.org/10.9753/icce.v33.structures.77

Abstract

Results from wave impact tests are used to analyze the pressure distribution on a vertical structure with an overhanging horizontal cantilever slab. The structure faces two individual impacts, occurring sequentially on the vertical and horizontal parts. An expression is being proposed for the location of maximum pressures p_max (z_max) on the vertical part as a function of the wave steepness (Hâ,,L_0 ). The boundary conditions for occurring of high dynamic pressures are determined both on the vertical and horizontal part. Three different pressure distribution cases are proposed as SBW, BW and BWSAT according to the breaker type. For each breaker type, the local pressure ratio's p_h3â,,p_h1 , p_h1â,,p_v1 , and p_h2â,,p_v1 are analyzed, where p_h1, p_h2 and p_h3 are the local peak pressure at the SWL and top and bottom of the vertical part respectively, whereas, p_v1 is the local peak pressure on the horizontal part. Recommended profiles are calculated from local p_max values.

https://doi.org/10.9753/icce.v33.structures.77

PDF

References

Goda, Y., 1974, "New wave pressure formulae for composite breakwater", Proc. of 14th Int. Conf. Coastal Eng., Copenhagen, Denmark, ASCE, New York (1974, pp. 1702-1720

Hattori, M.; Arami, A.; Yui, T., 1994, "Wave impact pressure on vertical walls under breaking waves of various type", Coastal Engineering, v 22, n 1-2, p 79-114, Jan 1994http://dx.doi.org/10.1016/0378-3839(94)90049-3

Hull, P.; Muller, G., 2002, "An investigation of breaker heights, shapes and pressures" Ocean Engineering, v 29, n 1, p 59-79, September 21, 2002

Kirkgoz, M.S., 1982, "Shock pressure of breaking waves on vertical walls" Journal of the Waterway, Port, Coastal and Ocean Division, v 108, n WW1, p 81-95, Feb 1982

Kisacik, D.; Troch, P.; Van Bogaert, P., 2012, "Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab", Accepted to journal of "Coastal engineering".http://dx.doi.org/10.1016/j.coastaleng.2011.10.001

Kortenhaus, A.: and Hocine Oumeraci, H., 1998, "Classification of wave loading on monolithic coastal structures", Proc. 26th. Int. Coast. Engrg. Conf., ASCE, pp: 867-880 p Year.1998

Oumeraci, H; Kortenhaus, A; Allsop, W; de Groot, M; Crouch, R; Vrijling, H; Voortman, H, 2001, "Probabilistic Design Tools for Vertical Breakwaters", Balkema Publishers, New York.

Partenscky, H., 1988, "Dynamic forces due to waves breaking at vertical coastal structures" Twenty First Costal Eng Conf, p 2504-2518, 1988, Twenty First Costal Eng Conf

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

Most read articles by the same author(s)

Peter Troch, Charlotte Beels, Julien De Rouck, Griet De Backer, WAKE EFFECTS BEHIND A FARM OF WAVE ENERGY CONVERTERS FOR IRREGULAR LONG-CRESTED AND SHORT-CRESTED WAVES , Coastal Engineering Proceedings: No. 32 (2010): Proceedings of 32nd Conference on Coastal Engineering, Shanghai, China, 2010.
Peter Troch, Justine Mollaert, Sofie Peelman, Lander Victor, Jentsje van der Meer, David Gallach-Sánchez, Andreas Kortenhaus, EXPERIMENTAL STUDY OF OVERTOPPING PERFORMANCE FOR THE CASES OF VERY STEEP SLOPES AND VERTICAL WALLS WITH VERY SMALL FREEBOARDS , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Dogan Kisacik, Peter Troch, Philippe Van Bogaert, EXPERIMENTAL RESULTS OF BREAKING WAVE IMPACT ON A VERTICAL WALL WITH AN OVERHANGING HORIZONTAL CANTILEVER SLAB , Coastal Engineering Proceedings: No. 32 (2010): Proceedings of 32nd Conference on Coastal Engineering, Shanghai, China, 2010.
Vasiliki Stratigaki, Dieter Vanneste, Peter Troch, Stefaan Gysens, Marc Willems, NUMERICAL MODELING OF WAVE PENETRATION IN OSTEND HARBOUR , Coastal Engineering Proceedings: No. 32 (2010): Proceedings of 32nd Conference on Coastal Engineering, Shanghai, China, 2010.
Dieter F.A. Vanneste, Corrado Altomare, Tomohiro Suzuki, Peter Troch, Toon Verwaest, COMPARISON OF NUMERICAL MODELS FOR WAVE OVERTOPPING AND IMPACT ON A SEA WALL , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Jentsje W. van der Meer, William Allsop, Tom Bruce, Julien De Rouck, Tim Pullen, Holger Schuttrumph, Peter Troch, Barbara Zanuttigh, UPDATE OF THE EUROTOP MANUAL: NEW INSIGHTS ON WAVE OVERTOPPING , Coastal Engineering Proceedings: No. 35 (2016): Proceedings of 35th Conference on Coastal Engineering, Antalya, Turkey, 2016
Vasiliki Stratigaki, Peter Troch, Tim Stallard, David Forehand, Jens Peter Kofoed, Matt Folley, Michel Benoit, Aurelien Babarit, Jens Kirkegaard, MODELLING OF WAVE ATTENUATION INDUCED BY MULTI-PURPOSE FLOATING STRUCTURES USED FOR POWER SUPPLY AND COASTAL PROTECTION , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Dogan Kisacik, Peter Troch, THE INFLUENCE OF AN EXISTING VERTICAL STRUCTURE ON THE INCEPTION OF WAVE BREAKING POINT , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Vasiliki Stratigaki, Peter Troch, Timothy Stallard, Jens Peter Kofoed, Michel Benoit, Giovanni Mattarollo, Aurelien Babarit, David Forehand, Matthew Folley, LARGE SCALE EXPERIMENTS ON FARMS OF HEAVING BUOYS TO INVESTIGATE WAKE DIMENSIONS, NEAR-FIELD AND FAR-FIELD EFFECTS , Coastal Engineering Proceedings: No. 33 (2012): Proceedings of 33rd Conference on Coastal Engineering, Santander, Spain, 2012
Lander Victor, Peter Troch, EXPERIMENTAL STUDY ON THE OVERTOPPING BEHAVIOUR OF STEEP SLOPES - TRANSITION BETWEEN MILD SLOPES AND VERTICAL WALLS , Coastal Engineering Proceedings: No. 33 (2012): Proceedings of 33rd Conference on Coastal Engineering, Santander, Spain, 2012

1 2 3 > >>

EXPERIMENTAL STUDY OF PRESSURE DISTRIBUTIONS DUE TO THE BREAKING WAVE IMPACTS

Keywords

How to Cite

Download Citation

Abstract

References

Most read articles by the same author(s)

Similar Articles