INTEGRATED COASTAL AND MARITIME PLAN FOR OOSTENDE - DESIGN OF SOFT AND HARD COASTAL PROTECTION MEASURES DURING THE EIA PROCEDURES

Stefaan Gysens; Julien De Rouck; Koen Trouw; Annelies Bolle; Marc Willems

doi:10.9753/icce.v32.management.37

No. 32 (2010), Coastal Management, Environment, and Risk

No. 32 (2010)

INTEGRATED COASTAL AND MARITIME PLAN FOR OOSTENDE - DESIGN OF SOFT AND HARD COASTAL PROTECTION MEASURES DURING THE EIA PROCEDURES

Coastal Management, Environment, and Risk

https://doi.org/10.9753/icce.v32.management.37

Published 2011-02-02

Stefaan Gysens⁺⁻
Julien De Rouck⁺⁻
Koen Trouw⁺⁻
Annelies Bolle⁺⁻
Marc Willems⁺⁻

Stefaan Gysens

Agency for Maritime and Coastal Services (MDK), Coastal Division Flanders

Julien De Rouck

Ghent University

Koen Trouw

Fides Engineering

Annelies Bolle

IMDC

Marc Willems

Flanders Hydraulics Research

Proceedings of the 32nd International Conference

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Keywords

integrated coastal zone management
protection schemes
sea wall design

How to Cite

Gysens, S., De Rouck, J., Trouw, K., Bolle, A., & Willems, M. (2011). INTEGRATED COASTAL AND MARITIME PLAN FOR OOSTENDE - DESIGN OF SOFT AND HARD COASTAL PROTECTION MEASURES DURING THE EIA PROCEDURES. Coastal Engineering Proceedings, 1(32), management.37. https://doi.org/10.9753/icce.v32.management.37

Abstract

The coastal town Ostend in Belgium has his sea wall far in the sea. For this reason, the protection of the town against storms is difficult. A harbor is situated in the city, with the harbor entrance close to the most important sea wall. Integration of harbor constructions and coastal protections schemes is necessary.

https://doi.org/10.9753/icce.v32.management.37

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References

Arts, P., Parys, J., Colpaert, R. T. Opdebeek (Soresma), 2009, Kustverdedigingen maritieme toegankelijkheid van oostende - Project-MER - (report in dutch)

Bolle, A., Trouw K., 2008, Haventoegang Oostende - Westelijk Strand (IMDC report in dutch)

Bolle, A., Trouw,K., De Rouck,J., Willems,M. (IMDC- UGent-Flanders Hydraulics), 2009, Haventoegang Oostende - Ontwerp Zeeheldenplein, Havendammen en Groeistrand (report in dutch)

De Rouck, J., Berlamont, J., M. Stive, 2003, Zeedijk Oostende tussen Casino en Klein Strand -Advice note of technical experts

Geeraerts, J., De Rouck, J., Gysens, S., Beels, C., DeWolf, P., 2006, Reduction of wave overtopping at seadikes: Stilling Wave Basin (report in dutch)

Steetzel, H. (1993) Cross-shore sediment transport during storm surges, Ph. D. Thesis, TU Delft Technum- IMDC- Alkyon, 2004, Structureel herstel van Oostende-Centrum en de verbetering van de haventoegang van Oostende - Morfologie (report in dutch)

Troch,P., Vanneste,D., Stratigaki,V., 2009, Design of Oostende Harbour: Numerical Simulation of Wave Propagation - Inside Area Breakwaters (Ugent report)

Van Doorslaer, K., De Rouck, J., Gysens, S., 2009, Reduction of Wave Overtopping: From Research to Practise 4th SCACR Barcelona

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

Verhaeghe, H., Van Damme, L., Goemaere, J., De Rouck, J. Van Alboom, W., Construction of twe new breakwaters at Ostend leading to an improved harbour access, Proceedings of 32nd International Conference on Coastal Engineering, ICCE 2010, ASCE

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INTEGRATED COASTAL AND MARITIME PLAN FOR OOSTENDE - DESIGN OF SOFT AND HARD COASTAL PROTECTION MEASURES DURING THE EIA PROCEDURES

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