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dc.contributor.authorMariano
dc.contributor.authorBuccino
dc.contributor.authorIlaria
dc.contributor.authorDel Vita
dc.contributor.authorMario
dc.contributor.authorCalabrese
dc.date.accessioned2017-05-08T22:04:33Z
dc.date.available2017-05-08T22:04:33Z
dc.date.copyrightJuly 2014
dc.date.issued2014
dc.identifier.other(ASCE)ME.1943-5479.0000162.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70522
dc.description.abstractReef Balls are hemispherical concrete units, which feature hydrogen ion concentration neutralized concrete and specialized surface textures to promote the growth of marine life. Reef Balls can be arranged in different layouts to form submerged breakwaters, even of significant width. Although structures formed with Reef Balls have been used for the protection of several top-quality sites, no well-established design tool exists for the prediction of wave transmission behind them. In this study, a set of equations were proposed based on the conceptual approach. The expressions were validated by more than 300 experimental data from physical model tests conducted at two different laboratories. The new predictive model showed a number of encouraging properties, such as a high determination index,
dc.publisherAmerican Society of Civil Engineers
dc.titleEngineering Modeling of Wave Transmission of Reef Balls
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000237
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 004
dc.contenttypeFulltext


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