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    Dynamics of Turbidity Current with Reversing Buoyancy

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author:
    B. E. Hürzeler
    ,
    J. Imberger
    ,
    G. N. Ivey
    DOI: 10.1061/(ASCE)0733-9429(1996)122:5(230)
    Publisher: American Society of Civil Engineers
    Abstract: In nature and industry there are many situations in which dense sediment-laden currents are overlain by fluid of density intermediate between that of the bulk suspension and of the interstitial fluid. An experimental investigation of such horizontally spreading turbidity currents at a constant inflow rate has been conducted. If the bulk density of such currents is initially larger than the ambient density, an underflowing gravitational turbidity current results. However, once the sediment in the suspension settles out, the current releases buoyant interstitial fluid through the interface between the current and the overlying ambient fluid. This settling of the sediment and the detrainment of buoyant interstitial fluid decreases the spreading velocity of the turbidity current until the current stops and lifts off the bed. The rising interstitial fluid accumulates at the free surface to form a new buoyant surface overflow. In this study, simple spreading relationships based on experimental observations are presented and measurements of the spreading rate and the location of the liftoff distances of turbidity currents made in a horizontal flume are in good agreement with the predictions from these relationships.
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      Dynamics of Turbidity Current with Reversing Buoyancy

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24270
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    • Journal of Hydraulic Engineering

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    contributor authorB. E. Hürzeler
    contributor authorJ. Imberger
    contributor authorG. N. Ivey
    date accessioned2017-05-08T20:42:33Z
    date available2017-05-08T20:42:33Z
    date copyrightMay 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A5%28230%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24270
    description abstractIn nature and industry there are many situations in which dense sediment-laden currents are overlain by fluid of density intermediate between that of the bulk suspension and of the interstitial fluid. An experimental investigation of such horizontally spreading turbidity currents at a constant inflow rate has been conducted. If the bulk density of such currents is initially larger than the ambient density, an underflowing gravitational turbidity current results. However, once the sediment in the suspension settles out, the current releases buoyant interstitial fluid through the interface between the current and the overlying ambient fluid. This settling of the sediment and the detrainment of buoyant interstitial fluid decreases the spreading velocity of the turbidity current until the current stops and lifts off the bed. The rising interstitial fluid accumulates at the free surface to form a new buoyant surface overflow. In this study, simple spreading relationships based on experimental observations are presented and measurements of the spreading rate and the location of the liftoff distances of turbidity currents made in a horizontal flume are in good agreement with the predictions from these relationships.
    publisherAmerican Society of Civil Engineers
    titleDynamics of Turbidity Current with Reversing Buoyancy
    typeJournal Paper
    journal volume122
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:5(230)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005
    contenttypeFulltext
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