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    Multiple Debris Impact Loads in Extreme Hydrodynamic Conditions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author:
    Jacob Stolle
    ,
    Ioan Nistor
    ,
    Nils Goseberg
    ,
    Emil Petriu
    DOI: 10.1061/(ASCE)WW.1943-5460.0000546
    Publisher: ASCE
    Abstract: Video footage from the 2004 Indian Ocean and 2011 Tohoku tsunamis showed large quantities of debris entrained within the inundating flows. Such extreme debris conditions can lead to a high probability for multiple impacts on structures particularly in built-in coastal communities. In the current North American design guidelines and standards, common methods of addressing debris impact loads have focused on a single debris impacting a structure. Hence, the study presented herein examines the mechanisms and consequences of multiple debris impacting a structure simultaneously. The experiments consisted of examining several impact conditions for free-floating debris in a dam-break wave, similar to a broken tsunami wave advancing inland, and classifying each impact based on the debris configuration as well as the number of debris impacting the structure. The debris were modeled as scaled-down (1:40 scale) shipping containers. The number of debris and hydrodynamic forcing conditions were varied to investigate a wide range of impact conditions. The results of this study showed that an increase in the number of impacting debris resulted in an increase in the measured impact load. To aid in the consideration of multiple debris impact in future design standards, a methodology that would complement the framework of the single-degree-of-freedom impact model is proposed.
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      Multiple Debris Impact Loads in Extreme Hydrodynamic Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4264748
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJacob Stolle
    contributor authorIoan Nistor
    contributor authorNils Goseberg
    contributor authorEmil Petriu
    date accessioned2022-01-30T19:09:03Z
    date available2022-01-30T19:09:03Z
    date issued2020
    identifier other%28ASCE%29WW.1943-5460.0000546.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264748
    description abstractVideo footage from the 2004 Indian Ocean and 2011 Tohoku tsunamis showed large quantities of debris entrained within the inundating flows. Such extreme debris conditions can lead to a high probability for multiple impacts on structures particularly in built-in coastal communities. In the current North American design guidelines and standards, common methods of addressing debris impact loads have focused on a single debris impacting a structure. Hence, the study presented herein examines the mechanisms and consequences of multiple debris impacting a structure simultaneously. The experiments consisted of examining several impact conditions for free-floating debris in a dam-break wave, similar to a broken tsunami wave advancing inland, and classifying each impact based on the debris configuration as well as the number of debris impacting the structure. The debris were modeled as scaled-down (1:40 scale) shipping containers. The number of debris and hydrodynamic forcing conditions were varied to investigate a wide range of impact conditions. The results of this study showed that an increase in the number of impacting debris resulted in an increase in the measured impact load. To aid in the consideration of multiple debris impact in future design standards, a methodology that would complement the framework of the single-degree-of-freedom impact model is proposed.
    publisherASCE
    titleMultiple Debris Impact Loads in Extreme Hydrodynamic Conditions
    typeJournal Paper
    journal volume146
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000546
    page04019038
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 002
    contenttypeFulltext
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