Chapter
Dec 31, 2015
Irregular Wave Overtopping Rates
Publication: Coastal Engineering 1984
Abstract
Methods for estimating wave overtopping of coastal structures are reviewed and compared with the very limited available data and with each other. The different methods yield results which can vary more than an order-of-magnitude. For vertical seawalls, the U.S. Army Engineer Shore Protection Manual method estimates more overtopping than Goda’s method except in very shallow water. For sloped structures, the Shore Protection Manual method usually estimates less overtopping than Battjes’ method and Owen’s method. However, data for adequately evaluating how well these methods predict overtopping has not been published.
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Published In
Coastal Engineering 1984
Pages: 316 - 327
Copyright
© 1985 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
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Scott L. Douglass, A.M.ASCE
Hydraulic Engineer, Coastal Engineering Research Center, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi 39180-0631.
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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.
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.