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dc.contributor.authorYuichiro
dc.contributor.authorKimura
dc.contributor.authorHajime
dc.contributor.authorMase
dc.date.accessioned2017-05-08T22:04:29Z
dc.date.available2017-05-08T22:04:29Z
dc.date.copyrightMay 2014
dc.date.issued2014
dc.identifier.other(ASCE)GM.1943-5622.0000343.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70502
dc.description.abstractThe no-energy and no-operation rising seawall (NEORISE) is a new type of structure for protection against tsunamis and coastal flooding. It is installed in a gap in flood defenses and usually rests on land. It can close the gap when a tsunami occurs owing to its buoyancy during inundation. It requires no additional operations or external power sources. If a high-velocity flow such as the run-up of tsunamis reaches the NEORISE, some overtopping will occur before it can close the gap. The authors evaluate overtopping quantities in NEORISE structures through numerical simulations and hydraulic experiments. The numerical model was built using a transformable overset grid method that is used to study the fluid-structure interaction and a level set method that captures the interface between two fluids. The hydraulic experiments were carried out using a
dc.publisherAmerican Society of Civil Engineers
dc.titleNumerical Simulation of a Rising Seawall for Coastal Flood Protection
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000217
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 003
dc.contenttypeFulltext


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