Chapter
Apr 26, 2012
Influence of Parapets and Recurves on Wave Overtopping and Wave Loading of Complex Vertical Walls
Authors: A. Kortenhaus, J. Pearson, T. Bruce, N. W. H. Allsop, and J. W. van der MeerAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
Increasing sea water levels and storminess has intensified the need for structural measures to reduce wave overtopping without significantly raising the height of the wall. The use of recurves / wave return walls / parapets on vertical walls has been shown capable of significantly reducing wave overtopping, but may increase wave loading. Many parapet / recurve solutions have been used in practice, but no general guidance on their design are yet available. In this paper a significant amount of data have been gathered together under the EC CLASH project (EU project no. EVK3-CT-2001-00058) and studied more systematically for the first time. The paper discusses problems with systematic approaches to both overtopping and wave loading. It concludes with a simple reduction factor for wave overtopping depending on geometrical dimensions of the parapets and some guidance on wave loading for these cases.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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A. Kortenhaus
Senior Research Engineer, Leichtweiβ-Institute for Hydraulics, Beethovenstr. 51a, 38106 Braunschweig, Germany
J. Pearson
Postdoctoral Fellow, School of Engineering and Electronics, University of Edinburgh, U.K.
T. Bruce
Lecturer, School of Engineering and Electronics, University of Edinburgh, U.K.
N. W. H. Allsop
Visiting Professor, University of Southampton; and Technical Director Maritime Structures, Coastal Structures Group, HR Wallingford, U.K.
J. W. van der Meer
Head, Coastal Structures, Infram, The Netherlands
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