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contributor authorTodd L. Walton, Jr.
contributor authorJohn Ahrens
date accessioned2017-05-08T21:09:22Z
date available2017-05-08T21:09:22Z
date copyrightSeptember 1989
date issued1989
identifier other%28asce%290733-950x%281989%29115%3A5%28703%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40770
description abstractPeriodic wave run-up data on smooth structure slopes is reanalyzed in a unified format that allows maximum relative run-up to be estimated for coastal structures with slopes ranging from mild to steep. A method to predict the limiting wave relative run-up is proposed. The method has essentially two elements, a modified surf parameter, which allows consideration of steep structure slopes, and a limiting value of relative run-up, which provides a logical envelope for the run-up of nonbreaking waves. Considerable data are shown in a unified format, which gives a clear idea of the predictive ability of the method.
publisherAmerican Society of Civil Engineers
titleMaximum Periodic Wave Run‐up on Smooth Slopes
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1989)115:5(703)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


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