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    Reaeration in Supercritical Open Channel Flows: An Experimental Study

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 010::page 04022016
    Author:
    Weiyang Zhao
    ,
    Ademir Prata
    ,
    William Peirson
    ,
    Richard Stuetz
    ,
    Stefan Felder
    DOI: 10.1061/(ASCE)HY.1943-7900.0002001
    Publisher: ASCE
    Abstract: Reaeration is a primary path of reoxygenation in streams, fundamental to environmental and ecological integrity. Previous laboratory studies of reaeration rates in subcritical flows showed large scatter in results, with differences in mass transfer coefficients of more than one order of magnitude between comparable flow conditions. Although supercritical flow is commonly observed in natural streams and engineered channels, systematic measurements of supercritical flow reaeration rates have been unavailable. Experiments in a laboratory open channel flume encompassing sub- and supercritical flows have been undertaken. The subcritical data were consistent with a large body of previous studies. Supercritical flows showed 6–10 times stronger reaeration rates than comparable subcritical conditions, while local rates at hydraulic jumps systematically exceed those in the supercritical flows upstream by a factor up to three. A close relationship between reaeration rates and turbulent dissipation rate is observed, and a systematic Froude number dependency is demonstrated for both sub- and supercritical flows. Observed mass transfer coefficients do not correlate as well with flow Reynolds number and shear Reynolds number. The higher reaeration rates associated with supercritical flows indicates that a change in open channel flow regime for the same Reynolds number may be used to improve water quality.
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      Reaeration in Supercritical Open Channel Flows: An Experimental Study

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4289230
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    contributor authorWeiyang Zhao
    contributor authorAdemir Prata
    contributor authorWilliam Peirson
    contributor authorRichard Stuetz
    contributor authorStefan Felder
    date accessioned2023-04-07T00:32:10Z
    date available2023-04-07T00:32:10Z
    date issued2022/10/01
    identifier other%28ASCE%29HY.1943-7900.0002001.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289230
    description abstractReaeration is a primary path of reoxygenation in streams, fundamental to environmental and ecological integrity. Previous laboratory studies of reaeration rates in subcritical flows showed large scatter in results, with differences in mass transfer coefficients of more than one order of magnitude between comparable flow conditions. Although supercritical flow is commonly observed in natural streams and engineered channels, systematic measurements of supercritical flow reaeration rates have been unavailable. Experiments in a laboratory open channel flume encompassing sub- and supercritical flows have been undertaken. The subcritical data were consistent with a large body of previous studies. Supercritical flows showed 6–10 times stronger reaeration rates than comparable subcritical conditions, while local rates at hydraulic jumps systematically exceed those in the supercritical flows upstream by a factor up to three. A close relationship between reaeration rates and turbulent dissipation rate is observed, and a systematic Froude number dependency is demonstrated for both sub- and supercritical flows. Observed mass transfer coefficients do not correlate as well with flow Reynolds number and shear Reynolds number. The higher reaeration rates associated with supercritical flows indicates that a change in open channel flow regime for the same Reynolds number may be used to improve water quality.
    publisherASCE
    titleReaeration in Supercritical Open Channel Flows: An Experimental Study
    typeJournal Article
    journal volume148
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0002001
    journal fristpage04022016
    journal lastpage04022016_12
    page12
    treeJournal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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