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    Experimental Investigation of Tsunami Bore Forces on Vertical Walls

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 002::page 21601
    Author:
    Robertson, I. N.
    ,
    Paczkowski, K.
    ,
    Riggs, H. R.
    ,
    Mohamed, A.
    DOI: 10.1115/1.4023149
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A series of experiments have been carried out in the large wave flume (LWF) at Oregon State University to quantify tsunami bore forces on structures. These tests included “offshoreâ€‌ solitary waves, with heights up to 1.3 m, that traveled over a flat bottom, up a sloping beach, and breaking onto a flat reef. Standing water depths on the reef varied from 0.05 m to 0.3 m. Resulting bores on the reef measured up to approximately 0.8 m. After propagating along the reef, the bores struck a vertical wall. The resulting forces and pressures on the wall were measured. The test setup in the LWF is described, and the experimental results are reported. The results include forces and pressure distributions. Results show that the bores propagated with a Froude number of approximately 2 and that the forces follow Froude scaling. Finally, a design formula for the maximum impact force is given. The formula is shown to be an improvement over existing formulas found in the literature.
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      Experimental Investigation of Tsunami Bore Forces on Vertical Walls

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/152961
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorRobertson, I. N.
    contributor authorPaczkowski, K.
    contributor authorRiggs, H. R.
    contributor authorMohamed, A.
    date accessioned2017-05-09T01:02:03Z
    date available2017-05-09T01:02:03Z
    date issued2013
    identifier issn0892-7219
    identifier otheromae_135_2_021601.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/152961
    description abstractA series of experiments have been carried out in the large wave flume (LWF) at Oregon State University to quantify tsunami bore forces on structures. These tests included “offshoreâ€‌ solitary waves, with heights up to 1.3 m, that traveled over a flat bottom, up a sloping beach, and breaking onto a flat reef. Standing water depths on the reef varied from 0.05 m to 0.3 m. Resulting bores on the reef measured up to approximately 0.8 m. After propagating along the reef, the bores struck a vertical wall. The resulting forces and pressures on the wall were measured. The test setup in the LWF is described, and the experimental results are reported. The results include forces and pressure distributions. Results show that the bores propagated with a Froude number of approximately 2 and that the forces follow Froude scaling. Finally, a design formula for the maximum impact force is given. The formula is shown to be an improvement over existing formulas found in the literature.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental Investigation of Tsunami Bore Forces on Vertical Walls
    typeJournal Paper
    journal volume135
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4023149
    journal fristpage21601
    journal lastpage21601
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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