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dc.contributor.authorJennifer L. Irish
dc.contributor.authorLesley C. Ewing
dc.contributor.authorChristopher P. Jones
dc.date.accessioned2017-05-08T22:04:08Z
dc.date.available2017-05-08T22:04:08Z
dc.date.copyrightMarch 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000161.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70394
dc.description.abstractThe September 2009 tsunami devastated the Samoan Islands. Damages observed in eighteen coastal villages following this natural disaster are presented. Using observations and idealized numerical simulations, four main conclusions are drawn regarding tsunami damage patterns in these communities. First, for coastal regions with steep terrain, damage to structures is a function of distance from the shoreline, elevation, construction, and topographic conditions. Second, in those villages where inundation is confined by topography (steep bluffs or mountains), damage is more severe. Third, when inundation is unconfined by topography, damage potential (capacity to cause damage, should buildings of a certain construction be present) in these villages increases with decreasing mean topographic slope. Fourth, run-up height and flood elevation may not be the best indicator of damage potential in these villages, which are characterized by irregular topography. Finally, a damage potential formulation is presented which considers both hydrodynamic loading and topography. The proposed damage potential formulation can be used as a tool to help governments, emergency planners, and forecasters to prioritize hazard mitigation initiatives, evacuations, and detailed tsunami forecast simulations.
dc.publisherAmerican Society of Civil Engineers
dc.titleObservations from the 2009 Samoa Tsunami: Damage Potential in Coastal Communities
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000115
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 002
dc.contenttypeFulltext


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