Chapter
Apr 26, 2012
Violent Wave Overtopping - Extension of Prediction Method to Broken Waves
Authors: Tom Bruce, Jonathan Pearson, and William AllsopAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
Well-verified guidance exists for the prediction of wave overtopping over vertical walls, including breaking / impulsive and non-breaking / pulsating wave attack. For broken waves, only Goda's design charts give guidance, and only for sea steepnesses sop < 0.036. This paper presents results of tests to quantify overtopping of vertical walls under predominantly broken wave attack. Tentative guidance is suggested. For cases where the toe of the wall is submerged, an adjustment to the method of Besley is suggested. For cases where the water level falls below the toe of the wall, adjustment to the method for sloping structures of van der Meer and Janssen is suggested.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Tom Bruce
Lecturer, School of Engineering & Electronics, University of Edinburgh, King's Buildings, Edinburgh, EH9 3JL, UK
Jonathan Pearson
Research Fellow, School of Engineering & Electronics, University of Edinburgh, King's Buildings, Edinburgh, EH9 3JL, UK
William Allsop
Visiting Professor, Civil Engineering, University of Southampton, and Technical Director Maritime Structures, HR Wallingford, Wallingford, OX10 8BA UK
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.