Chapter
Apr 26, 2012
Hazards Resulting From Wave Overtopping-Full Scale Measurements
Authors: Jimmy Geeraerts, Peter Troch, Julien De Rouck, Luc Van Damme, and Tim PullenAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
The objective of this paper is to describe the recently installed full scale measurement infrastructure to quantify hazards resulting from wave overtopping at the Zeebrugge rubble mound breakwater. First the measurement site and the specific set-up used for wave overtopping measurements is briefly described followed by the description and design of the instrumentation to quantify hazards. Finally, preliminary conclusions are drawn.
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Published In
Coastal Structures 2003
Pages: 481 - 493
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Jimmy Geeraerts
Ghent University, Department of Civil Engineering, Technologiepark 904, 9052 Ghent, Belgium
Peter Troch
Ghent University, Department of Civil Engineering, Technologiepark 904, 9052 Ghent, Belgium
Julien De Rouck
Ghent University, Department of Civil Engineering, Technologiepark 904, 9052 Ghent, Belgium
Luc Van Damme
Ministry of the Flemish Community, Coastal Division, Vrijhavenstraat 3, 8400 Oostende, Belgium
Tim Pullen
Hydraulic Research Wallingford, Coastal Structures Group, Howbery Park, OX10 8BA, Wallingford, United Kingdom
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.