(Architectural) measures to control wave overtopping inside harbours
Van Doorslaer, K.; De Rouck, J.; Baelus, L.; Gysens, S. (2012). (Architectural) measures to control wave overtopping inside harbours, in: Schüttrumpf, H. et al. (Ed.) 5th SCACR International Short Conference on Applied Coastal Research: proceedings, 6th-9th June, 2011 - RWTH Aachen University, Germany. Mitteilungen des Lehrstuhls und Instituts für Wasserbau und Wasserwirtschaft der Rheinisch-Westfälischen Technischen Hochschule Aachen, 165: pp. 289-296
In: Schüttrumpf, H.; Tomasicchio, G.R. (Ed.) (2012). 5th SCACR International Short Conference on Applied Coastal Research: proceedings, 6th-9th June, 2011 - RWTH Aachen University, Germany. Mitteilungen des Lehrstuhls und Instituts für Wasserbau und Wasserwirtschaft der Rheinisch-Westfälischen Technischen Hochschule Aachen, 165. Shaker: Aachen. ISBN 978-3-8440-1132-6. XII, 603 pp., meer
In: Mitteilungen des Lehrstuhls und Instituts für Wasserbau und Wasserwirtschaft der Rheinisch-Westfälischen Technischen Hochschule Aachen. Shaker: Aachen. ISSN 1437-8477, meer
|  |
| Beschikbaar in | Auteurs |
|
Documenttype: Congresbijdrage
|
| Trefwoorden |
|
| Author keywords |
wave overtopping, vertical wall, reduction, storm wall, berm |
| Abstract |
One of the weak zones in the safety of the coastal city Oostende, Belgium, are the quays in the inner harbour which are rather low. A storm wall is an easy and effective measure to reduce wave overtopping and prevent the city from flooding. The location of this storm wall (close by the quay wall (2m) versus further away from the quay wall (15m)), and architectural alternatives for better integration in the setting have been studied at Ghent University. This paper summarizes the results. |
|
