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    Breaking Antidunes: Cyclic Behavior due to Hysteresis

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author:
    Rolf Deigaard
    DOI: 10.1061/(ASCE)0733-9429(2006)132:6(620)
    Publisher: American Society of Civil Engineers
    Abstract: The cyclic behavior of breaking antidunes (growth, breaking of surface wave, obliteration) is investigated by use of a numerical model. The model includes the transition between supercritical and transcritical flow. As the antidune grows the flow becomes transcritical and a hydraulic jump is formed upstream of the antidune crest. The relation between growth of the antidune and supercritical flow and between decay and transcritical flow is shown, and the significance of hysteresis in the flow conditions is investigated.
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      Breaking Antidunes: Cyclic Behavior due to Hysteresis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26128
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    contributor authorRolf Deigaard
    date accessioned2017-05-08T20:45:30Z
    date available2017-05-08T20:45:30Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A6%28620%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26128
    description abstractThe cyclic behavior of breaking antidunes (growth, breaking of surface wave, obliteration) is investigated by use of a numerical model. The model includes the transition between supercritical and transcritical flow. As the antidune grows the flow becomes transcritical and a hydraulic jump is formed upstream of the antidune crest. The relation between growth of the antidune and supercritical flow and between decay and transcritical flow is shown, and the significance of hysteresis in the flow conditions is investigated.
    publisherAmerican Society of Civil Engineers
    titleBreaking Antidunes: Cyclic Behavior due to Hysteresis
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:6(620)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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