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    Forces on Vertical Wall Caused by Incident Bores

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Jerald D. Ramsden
    ,
    Fredric Raichlen
    DOI: 10.1061/(ASCE)0733-950X(1990)116:5(592)
    Publisher: American Society of Civil Engineers
    Abstract: The forces on a vertical wall due to the impact of a bore generated by a broken solitary wave were measured in the laboratory. The incident bores varied in height from 2.4 cm to 4.9 cm and in celerity from 75 cm/s to 126 cm/s. High‐speed motion pictures of the bore impact process were taken simultaneously with force measurements. The water particle velocities on the surface of the bore were obtained from the motion pictures using small floats. The maximum rise of the water surface on the wall exceeded twice the velocity head, based on the bore celerity for all conditions. The maximum measured force occurred after the maximum run‐up for all conditions of this study. The vertical accelerations in the run‐up jet at the wall explain some of the characteristics of the force record that have not been well understood. The maximum measured forces varied from five to nearly seven times the hydrostatic force, based on the height of the incident bore and the local still‐water depth. For the four largest bores, the theory of Cross (1967) was in reasonable agreement with the maximum measured force.
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      Forces on Vertical Wall Caused by Incident Bores

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40834
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJerald D. Ramsden
    contributor authorFredric Raichlen
    date accessioned2017-05-08T21:09:28Z
    date available2017-05-08T21:09:28Z
    date copyrightSeptember 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A5%28592%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40834
    description abstractThe forces on a vertical wall due to the impact of a bore generated by a broken solitary wave were measured in the laboratory. The incident bores varied in height from 2.4 cm to 4.9 cm and in celerity from 75 cm/s to 126 cm/s. High‐speed motion pictures of the bore impact process were taken simultaneously with force measurements. The water particle velocities on the surface of the bore were obtained from the motion pictures using small floats. The maximum rise of the water surface on the wall exceeded twice the velocity head, based on the bore celerity for all conditions. The maximum measured force occurred after the maximum run‐up for all conditions of this study. The vertical accelerations in the run‐up jet at the wall explain some of the characteristics of the force record that have not been well understood. The maximum measured forces varied from five to nearly seven times the hydrostatic force, based on the height of the incident bore and the local still‐water depth. For the four largest bores, the theory of Cross (1967) was in reasonable agreement with the maximum measured force.
    publisherAmerican Society of Civil Engineers
    titleForces on Vertical Wall Caused by Incident Bores
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:5(592)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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