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dc.contributor.authorWu Yun-Ta;Liu Philip Li-Fan;Hwang Kao-Shu;Hwung Hwung-Hweng
dc.date.accessioned2019-02-26T07:36:21Z
dc.date.available2019-02-26T07:36:21Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WW.1943-5460.0000476.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248206
dc.description.abstractIn this article, we demonstrate that the normalized runup heights, R/H (R = runup height; H = incident wave height), for breaking solitary and periodic waves can be characterized by a single dimensionless parameter, called the surf parameter, which is defined by a theoretical wave-breaking criterion. Existing laboratory data for both breaking solitary and periodic waves were collected and are summarized in this article. Breaking waves include surging, plunging, and spilling breakers. To enhance the range of surf parameters for breaking solitary waves, a set of new laboratory experiments was carried out in a large-scale wave flume with a 1/1 slope. The maximum runup heights and the corresponding breaker types were recorded. Several wave conditions in the experiments were on the borderline of plunging and spilling breakers. When the laboratory data were plotted against the surf parameter, they collapsed into a trend, which can be described by a best-fit curve. This empirical formula can be used to provide a quick estimation of maximum runup height for both breaking solitary and periodic waves in the laboratory scale.
dc.publisherAmerican Society of Civil Engineers
dc.titleRunup of Laboratory-Generated Breaking Solitary and Periodic Waves on a Uniform Slope
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue6
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000476
dc.page4018023
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
dc.contenttypeFulltext


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