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    Classification of Breaking Wave Loads on Vertical Structures

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    H. Oumeraci
    ,
    P. Klammer
    ,
    H. W. Partenscky
    DOI: 10.1061/(ASCE)0733-950X(1993)119:4(381)
    Publisher: American Society of Civil Engineers
    Abstract: Measurements of impact pressures and forces together with simultaneous video records of the wave motion at and in front of caisson breakwaters were performed in a wave flume. Based on the results of this model study, criteria are developed for wave‐breaking and breaker‐type classification in the presence of vertical structures. As a result, four main breaker types are identified and discussed. The corresponding impact loads (pressure, pressure distribution, and total forces) are described. The results obtained suggest that the observed breaker shapes can now be identified by the recorded force histories, as well as by the impact pressure histories and distributions, without any use of the corresponding video pictures. The effect of the caisson front geometry on the impact forces is also briefly discussed. It is concluded that the shape of both the colliding breaker and structure front must be accounted for in the future prediction of impact loads.
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      Classification of Breaking Wave Loads on Vertical Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41003
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorH. Oumeraci
    contributor authorP. Klammer
    contributor authorH. W. Partenscky
    date accessioned2017-05-08T21:09:42Z
    date available2017-05-08T21:09:42Z
    date copyrightJuly 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A4%28381%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41003
    description abstractMeasurements of impact pressures and forces together with simultaneous video records of the wave motion at and in front of caisson breakwaters were performed in a wave flume. Based on the results of this model study, criteria are developed for wave‐breaking and breaker‐type classification in the presence of vertical structures. As a result, four main breaker types are identified and discussed. The corresponding impact loads (pressure, pressure distribution, and total forces) are described. The results obtained suggest that the observed breaker shapes can now be identified by the recorded force histories, as well as by the impact pressure histories and distributions, without any use of the corresponding video pictures. The effect of the caisson front geometry on the impact forces is also briefly discussed. It is concluded that the shape of both the colliding breaker and structure front must be accounted for in the future prediction of impact loads.
    publisherAmerican Society of Civil Engineers
    titleClassification of Breaking Wave Loads on Vertical Structures
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:4(381)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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