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    Observations from the 2009 Samoa Tsunami: Damage Potential in Coastal Communities

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author:
    Jennifer L. Irish
    ,
    Lesley C. Ewing
    ,
    Christopher P. Jones
    DOI: 10.1061/(ASCE)WW.1943-5460.0000115
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Observations from the 2009 Samoa Tsunami: Damage Potential in Coastal Communities

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70394
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJennifer L. Irish
    contributor authorLesley C. Ewing
    contributor authorChristopher P. Jones
    date accessioned2017-05-08T22:04:08Z
    date available2017-05-08T22:04:08Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29ww%2E1943-5460%2E0000161.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70394
    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.
    publisherAmerican Society of Civil Engineers
    titleObservations from the 2009 Samoa Tsunami: Damage Potential in Coastal Communities
    typeJournal Paper
    journal volume138
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000115
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 002
    contenttypeFulltext
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