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    Comparison between Computed and Experimentally Generated Impulse Waves

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    A. Zweifel
    ,
    D. Zuccalà
    ,
    D. Gatti
    DOI: 10.1061/(ASCE)0733-9429(2007)133:2(208)
    Publisher: American Society of Civil Engineers
    Abstract: Large water waves caused by massive slide impacts are a potential hazard along waterways, coastal areas and Alpine regions. Experimental research has been conducted at the Swiss Laboratory of Hydraulics to assess the risk from landslide-generated impulse waves. Analogously, the Centro Elettrotecnico Sperimentale Italiano performed numerical simulations of initial landslide and consequent impulse wave propagation using two mathematical models based on the conservative shallow-water equations. This paper presents the experimental test results and numerical predictions of impulse waves in a flume for a range of stillwater depths, landslide volumes, and impact velocities at laboratory scale. The comparison between the measured and predicted wave free surface profiles generally produced corresponding wave heights, although the initial wave peak is too steep and arrives too early. Excluding spurious random effects, the relative differences between measured and numerically computed maximum wave heights ranged within
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      Comparison between Computed and Experimentally Generated Impulse Waves

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26258
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    contributor authorA. Zweifel
    contributor authorD. Zuccalà
    contributor authorD. Gatti
    date accessioned2017-05-08T20:45:44Z
    date available2017-05-08T20:45:44Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A2%28208%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26258
    description abstractLarge water waves caused by massive slide impacts are a potential hazard along waterways, coastal areas and Alpine regions. Experimental research has been conducted at the Swiss Laboratory of Hydraulics to assess the risk from landslide-generated impulse waves. Analogously, the Centro Elettrotecnico Sperimentale Italiano performed numerical simulations of initial landslide and consequent impulse wave propagation using two mathematical models based on the conservative shallow-water equations. This paper presents the experimental test results and numerical predictions of impulse waves in a flume for a range of stillwater depths, landslide volumes, and impact velocities at laboratory scale. The comparison between the measured and predicted wave free surface profiles generally produced corresponding wave heights, although the initial wave peak is too steep and arrives too early. Excluding spurious random effects, the relative differences between measured and numerically computed maximum wave heights ranged within
    publisherAmerican Society of Civil Engineers
    titleComparison between Computed and Experimentally Generated Impulse Waves
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:2(208)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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