Wave penetration into a shallow marina - case study for Blankenberge in Belgium

Suzuki, T.; Gruwez, V.; Bolle, A.; Verwaest, T.; Verwaest, T.

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Wave penetration into a shallow marina - case study for Blankenberge in Belgium

Suzuki, T.; Gruwez, V.; Bolle, A.; Verwaest, T. (2012). Wave penetration into a shallow marina - case study for Blankenberge in Belgium, in: Troch, P. et al. (Ed.) Book of proceedings of the 4th international conference on the application of physical modelling to port and coastal protection - Coastlab12, Department of Civil Engineering, Ghent University, Ghent, Belgium, September 17-20, 2012. pp. [1-10]

In: Troch, P.; Stratigaki, V.; De Roo, S. (Ed.) (2012). Book of proceedings of the 4th international conference on the application of physical modelling to port and coastal protection - Coastlab12, Department of Civil Engineering, Ghent University, Ghent, Belgium, September 17-20, 2012. Ghent University/IAHR = AIRH: Ghent. ISBN 978-9-09-027444-7. 879 pp.

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Waterbouwkundig Laboratorium: Open Repository 241636 [ OWA ]
Document type: Conference paper

Keyword

Marine/Coastal

Authors		Top
Suzuki, T. Gruwez, V. Bolle, A. Verwaest, T.

Abstract

A case study of wave penetration into a shallow marina has been conducted based on a Belgian marina, Blankenberge. Two numerical models, SWASH and MIKE 21 BW, have been applied in this study. First, both models were compared with field measurement data. The calculation results from the models show good agreement with the field measurements. Secondly, these models were applied to a wave penetration calculation with extreme storm conditions. It was found that very long waves are generated due to shallow waters and that primarily free infra-gravity waves penetrate into the marina.

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