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    Turbulent Open-Channel Flows: Drop-Generation and Self-Aeration

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author:
    Martin Rein
    DOI: 10.1061/(ASCE)0733-9429(1998)124:1(98)
    Publisher: American Society of Civil Engineers
    Abstract: The self-aeration of high-velocity open-channel flows is attributed to the interaction between the turbulent flow and the liquid's free surface. In addition to self-aeration, drops are ejected out of the bulk liquid. It is often proposed that the drops are separated from the bulk by transverse velocity fluctuations. Drops falling back into the liquid later may provide a possible mechanism of air entrainment. These ideas have led to the formulation of critical conditions for the inception of self-aeration. It will be shown that the conventional concepts of drop formation are inadequate to explain the ejection of drops to the heights that were observed in experiments. Furthermore, the energy of ejected drops is not sufficiently high for air entrainment. Critical conditions of self-entrainment that were previously derived are, therefore, invalid.
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      Turbulent Open-Channel Flows: Drop-Generation and Self-Aeration

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    contributor authorMartin Rein
    date accessioned2017-05-08T20:42:59Z
    date available2017-05-08T20:42:59Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A1%2898%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24533
    description abstractThe self-aeration of high-velocity open-channel flows is attributed to the interaction between the turbulent flow and the liquid's free surface. In addition to self-aeration, drops are ejected out of the bulk liquid. It is often proposed that the drops are separated from the bulk by transverse velocity fluctuations. Drops falling back into the liquid later may provide a possible mechanism of air entrainment. These ideas have led to the formulation of critical conditions for the inception of self-aeration. It will be shown that the conventional concepts of drop formation are inadequate to explain the ejection of drops to the heights that were observed in experiments. Furthermore, the energy of ejected drops is not sufficiently high for air entrainment. Critical conditions of self-entrainment that were previously derived are, therefore, invalid.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Open-Channel Flows: Drop-Generation and Self-Aeration
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:1(98)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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