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    Turbulence Characteristics of Sediment‐Laden Flows in Open Channels

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author:
    D. A. Lyn
    DOI: 10.1061/(ASCE)0733-9429(1992)118:7(971)
    Publisher: American Society of Civil Engineers
    Abstract: The turbulence characteristics of sediment‐laden flows in open channels are investigated using two‐component laser‐Doppler velocimetry. Suspensions of well‐sorted sands with diameters ranging from 0.15 mm to 0.24 mm, flowing over nominally flat beds, both fixed and erodible, are studied in a tiltable, recirculating flume. Various conceptual models that have been proposed to explain the mean‐field profiles are examined for consistency with respect to their implications for higher‐order characteristics. No evidence is found to support either the traditional model, associated with a decrease in the von Kármán constant, or the more recently proposed models based on simple analogies to slightly stably stratified wall‐bounded flows. A model based on small‐scale fluid‐particle interaction is suggested as more promising.
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      Turbulence Characteristics of Sediment‐Laden Flows in Open Channels

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    contributor authorD. A. Lyn
    date accessioned2017-05-08T20:41:34Z
    date available2017-05-08T20:41:34Z
    date copyrightJuly 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A7%28971%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23696
    description abstractThe turbulence characteristics of sediment‐laden flows in open channels are investigated using two‐component laser‐Doppler velocimetry. Suspensions of well‐sorted sands with diameters ranging from 0.15 mm to 0.24 mm, flowing over nominally flat beds, both fixed and erodible, are studied in a tiltable, recirculating flume. Various conceptual models that have been proposed to explain the mean‐field profiles are examined for consistency with respect to their implications for higher‐order characteristics. No evidence is found to support either the traditional model, associated with a decrease in the von Kármán constant, or the more recently proposed models based on simple analogies to slightly stably stratified wall‐bounded flows. A model based on small‐scale fluid‐particle interaction is suggested as more promising.
    publisherAmerican Society of Civil Engineers
    titleTurbulence Characteristics of Sediment‐Laden Flows in Open Channels
    typeJournal Paper
    journal volume118
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:7(971)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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