Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Individual Overtopping Volumes for Steep Low-Crested Structures

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

A good understanding of the overtopping performance of a structure involves not only the determination of the average overtopping rates but also of the individual overtopping volumes. However the knowledge on individual overtopping volumes in literature is still limited for specific conditions. To improve the understanding of individual overtopping volumes on steep low-crested structures in deep water, we performed 2D physical model tests for these conditions, with additional wave-per-wave overtopping volume measurements. This paper summarizes the knowledge on individual overtopping volumes, describes the physical model tests, and analyses the individual overtopping distribution and probability of overtopping of the dataset. The shape factor b of the Weibull distribution of individual overtopping volumes increased for increasing relative crest freeboards and for milder slopes; while the probability of overtopping decreased for increasing relative crest freeboards. The existing prediction formulae for b values performed well although slightly overpredicting the results. The probability of overtopping is consistently overpredicted by all the formulae.

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ACKNOWLEDGEMENTS

Authors acknowledge Justine Mollaert and Sofie Peelman for performing the tests of the UG13 dataset; and the technical staff of the Department of Civil Engineering at Ghent University for their contribution and support during the tests and analysis.

REFERENCES

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Gallach-Sánchez, D., Troch, P., Vroman, T., Pintelon, L., & Kortenhaus, A. (2014). Experimental study of overtopping performance of steep smooth slopes for shallow water wave conditions. In Proceedings of the 5th Conference on the Application of Physical Modelling to Port and Coastal Protection (Coastlab14). Varna, Bulgaria.
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Troch, P., Mollaert, J., Peelman, S., Victor, L., van Der Meer, J. W., Gallach-Sánchez, D., & Kortenhaus, A. (2015). Experimental study of overtopping performance for the cases of very steep slopes and vertical walls with very small freeboards. In Proceedings of the 34th International Conference on Coastal Engineering (Vol. 138). Seoul, Korea.
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Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 699 - 709
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

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Published online: Jul 11, 2017
Published in print: Jul 11, 2017

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Authors

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David Gallach-Sánchez [email protected]
Dept. of Civil Engineering, Ghent Univ., Technologiepark 904, Zwijnaarde, B-9052, Belgium. E-mail: [email protected]
Jeroen Platteeuw
Dept. of Civil Engineering, Ghent Univ., Technologiepark 904, Zwijnaarde, B-9052, Belgium
Peter Troch
Dept. of Civil Engineering, Ghent Univ., Technologiepark 904, Zwijnaarde, B-9052, Belgium
Andreas Kortenhaus
Dept. of Civil Engineering, Ghent Univ., Technologiepark 904, Zwijnaarde, B-9052, Belgium

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