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

Numerical Modelling of Wave Reflection and Transmission in Vertical Porous Structures

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

ABSTRACT

This paper presents the results of a systematic validation of numerical simulation of reflection and transmission of rubble-mound breakwater structures. The aim of the study is to provide a body of validation measurements for increasingly complex situations, starting simple and building up the complexity in terms of breakwater geometry, wave conditions, and numerical simulation models. The predictions from a set of three different numerical models were compared against measurements from small scale physical model tests. The results of the comparison and the achieved level of accuracy are reported. Finally, a hypothetical application for the design of rubble-mound breakwaters is presented.

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ACKNOWLEDGEMENTS

Elastocoast is a registered trademark of Elastogran GmbH, Lemförde, Germany (subsidiary of BASF)
The authors would like to thank prof J. van der Meer for providing additional information related to the HADEER tests (see appendix) and mr Gerben Jan Vos for his assistance during the physical model tests.

REFERENCES

Goda, Y and Suzuki, Y (1976) Estimation of incident and reflected waves in random wave experiments, Proceedings of 15th International Conference on Coastal Engineering, New York, United States of America
Lara, J (2005) A numerical wave flume to study the functionality and stability of coastal structures, PIANC magazine, nr 121
Mansard, E P D and Funke, E R (1980) The measurement of incident and reflected spectra, using least squares method, Proceedings of 17th International Conference on Coastal Engineering, Sydney, Australia
Mellink, B (2012) Numerical and experimental research of wave interaction with a porous breakwater, MSc thesis Delft University of Technology, Delft, The Netherlands
Madsen, O and White, S (1976) Reflection and transmission characteristics of porous rubble-mound breakwaters, Technical Report 76-5, US Army Corps of Engineers, Coastal Engineering Research Center, Fort Balvoir, USA.
Postma, G M (1989) Wave reflection from rock slopes under random wave attack, MSc thesis Delft University of Technology, Delft, The Netherlands
Van den Bos, J P, Verhagen, H J, Zijlema, M and Mellink, B (2014), Towards a practical application of numerical models to predict wave-structure interaction: an initial validation, Proceedings of 34th International Conference on Coastal Engineering, Seoul, Korea
Van der Meer, J (1988) Rock slopes and gravel beaches under wave attack, Ph.D. thesis, Delft University of Technology, Delft, The Netherlands
Van Gent, M (1995) Wave Interaction with Permeable Coastal Structures, Ph.D. thesis, Delft University of Technology, Delft, The Netherlands
Zeelenberg, W and Koote, M (2012) The use of Elastocoast in breakwater research, Technical report, Delft University of Technology, Delft, The Netherlands
Zijlema M, Stelling, G and Smit, P (2011) SWASH: an operational public domain code for simulating wave fields and rapidly varied flows in coastal waters, Coastal Engineering (58) pp 992-1012.

Information & Authors

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Published In

Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 876 - 890
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

History

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

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Authors

Affiliations

Jeroen van den Bos [email protected]
Delft Univ. of Technology, Civil Engineering and Geosciences, section Coastal Engineering, PO Box 5048, 2600 GA Delft, The Netherlands; Royal Boskalis Westminster NV, Hydronamic Engineering Dept., PO Box 43, 3350 AA Papendrecht, The Netherlands. Corresponding author E-mail: [email protected]
Henk Jan Verhagen
Delft Univ. of Technology, Civil Engineering and Geosciences, section Coastal Engineering, PO Box 5048, 2600 GA Delft, The Netherlands
Coen Kuiper
Delft Univ. of Technology, Civil Engineering and Geosciences, section Coastal Engineering, PO Box 5048, 2600 GA Delft, The Netherlands; Witteveen+Bos consulting engineers, PO Box 233, 7400 AE Deventer, The Netherlands

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