CONSTRUCTION OF TWO NEW BREAKWATERS AT OSTEND LEADING TO AN IMPROVED HARBOUR ACCESS
Proceedings of the 32nd International Conference
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Keywords

rubble-mound breakwater
harbour access
breakwater design

How to Cite

Verhaeghe, H., Van Damme, L., Goemaere, J., De Rouck, J., & Van Alboom, W. (2011). CONSTRUCTION OF TWO NEW BREAKWATERS AT OSTEND LEADING TO AN IMPROVED HARBOUR ACCESS. Coastal Engineering Proceedings, 1(32), structures.53. https://doi.org/10.9753/icce.v32.structures.53

Abstract

The need of an improved harbour access resulted into the design of two new breakwaters in Ostend. The construction of the new breakwaters fits within the Integrated Coastal and Maritime Plan for Ostend. This paper describes the history, the extensive studies, the architecture and the construction works of the breakwaters. Finally future developments are considered.
https://doi.org/10.9753/icce.v32.structures.53
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References

Bijlsma, A. 2006. Haven van Oostende - Studie nieuwe haventoegang Onderzoek van de HLES methodiek van Delft3D - FLOW voor de haven van Zeebrugge.

De Rouck, J., Van Doorslaer, K., Goemaere, J., and H. Verhaeghe. 2010. Geotechnical design of breakwaters in Ostend on very soft soil, Proceedings of 32nd International Conference on Coastal Engineering, ICCE 2010, ASCE.

Haecon n.v. - Bovyn K., De Rouck J., and T. De Mulder. 1999. Oostende nieuwe havenmond, verruiming nautische toegang, tender document.

Vanneste et al. 2008. Design of Oostende Harbour: Numerical Simulation of Wave Propagation Inside Area Breakwaters, report DBO107/88a, Ghent University, Belgium.

Verelst, N., Delgado, R., Janssen, J., Verwaest, T., De Mulder, T., and F. Mostaert. 2009. Hydraulische simulaties voor verschillende varianten van de westelijke dam met een verfijnd Oostende - model: Eindrapport, WL Rapporten, 627_14, Waterbouwkundig Laboratorium, Antwerpen, België.

PMCid:2615621

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