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    N-Type Sediment Bed Response under Standing Wave

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author:
    Tom O'Donoghue
    DOI: 10.1061/(ASCE)0733-950X(2001)127:4(245)
    Publisher: American Society of Civil Engineers
    Abstract: Under a standing wave two types of bed response can occur depending on the relative size of the sediment: L-type, which occurs for relatively fine sediment, and “N-type,” which occurs for relatively coarse sediment. The specific concern of the present note is with the N-type response, which involves scour in the area of bed between the node and antinode of the standing wave field and accretion under the node. The conditions necessary for the N-type response to occur are examined and a new method for predicting the equilibrium N-type scour profile is described. The method is based on a general characterization of N-type profile geometry and on physical reasoning applied to available experimental data. Predictions of field-scale scour using the new method are generally much greater than scour predictions based on existing interpretation of wave flume experimental results.
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      N-Type Sediment Bed Response under Standing Wave

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41404
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTom O'Donoghue
    date accessioned2017-05-08T21:10:21Z
    date available2017-05-08T21:10:21Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-950x%282001%29127%3A4%28245%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41404
    description abstractUnder a standing wave two types of bed response can occur depending on the relative size of the sediment: L-type, which occurs for relatively fine sediment, and “N-type,” which occurs for relatively coarse sediment. The specific concern of the present note is with the N-type response, which involves scour in the area of bed between the node and antinode of the standing wave field and accretion under the node. The conditions necessary for the N-type response to occur are examined and a new method for predicting the equilibrium N-type scour profile is described. The method is based on a general characterization of N-type profile geometry and on physical reasoning applied to available experimental data. Predictions of field-scale scour using the new method are generally much greater than scour predictions based on existing interpretation of wave flume experimental results.
    publisherAmerican Society of Civil Engineers
    titleN-Type Sediment Bed Response under Standing Wave
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2001)127:4(245)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    contenttypeFulltext
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