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    Impulse Product Parameter in Landslide Generated Impulse Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author:
    Valentin Heller
    ,
    Willi H. Hager
    DOI: 10.1061/(ASCE)WW.1943-5460.0000037
    Publisher: American Society of Civil Engineers
    Abstract: Subaerial landslide generated impulse waves were investigated in a prismatic wave channel based on Froude similitude and granular slide material. The tests included the following seven governing parameters: still water depth, slide impact velocity, slide thickness, bulk slide volume, bulk slide density, slide impact angle, and grain diameter. All governing parameters, except for the grain diameter with a negligible effect, are included in the impulse product parameter
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      Impulse Product Parameter in Landslide Generated Impulse Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70313
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorValentin Heller
    contributor authorWilli H. Hager
    date accessioned2017-05-08T22:04:02Z
    date available2017-05-08T22:04:02Z
    date copyrightMay 2010
    date issued2010
    identifier other%28asce%29ww%2E1943-5460%2E0000084.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70313
    description abstractSubaerial landslide generated impulse waves were investigated in a prismatic wave channel based on Froude similitude and granular slide material. The tests included the following seven governing parameters: still water depth, slide impact velocity, slide thickness, bulk slide volume, bulk slide density, slide impact angle, and grain diameter. All governing parameters, except for the grain diameter with a negligible effect, are included in the impulse product parameter
    publisherAmerican Society of Civil Engineers
    titleImpulse Product Parameter in Landslide Generated Impulse Waves
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000037
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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