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    Fundamental Properties of Flows in Open Channels with Dead Zone

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author:
    I. Kimura
    ,
    T. Hosoda
    DOI: 10.1061/(ASCE)0733-9429(1997)123:2(98)
    Publisher: American Society of Civil Engineers
    Abstract: The fundamental behavior of unsteady flows in an open channel with a rectangular dead zone is investigated experimentally and numerically to clarify the mass-exchange mechanism near an embayment along a river bank. Typical flow features such as generation of a coherent vortex due to shear instability in the mixing layer between two flow regions (main-channel flow and dead zone) and water-surface oscillation (seiche) in the dead zone are shown by the findings of laboratory tests. These flow features can be reproduced numerically by plane two-dimensional (2D) open-channel flow equations in the variable grid system. Model performance was examined in detail by changing the grid size and constants. The calculated values for temporal and spatial variations in velocity and depth are compared with observed values. Examination of the calculated results shows that temporal velocity variations at the interface can be decomposed into two components due to seiche and shear instability; during one seiche, cycle-velocity variations caused by instability are amplified to the large-scale vortex selectively by the interaction between seiche and instability components. This selective amplification process can be detected in a series of photographs of the surface flow pattern as well.
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      Fundamental Properties of Flows in Open Channels with Dead Zone

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24405
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    • Journal of Hydraulic Engineering

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    contributor authorI. Kimura
    contributor authorT. Hosoda
    date accessioned2017-05-08T20:42:45Z
    date available2017-05-08T20:42:45Z
    date copyrightFebruary 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A2%2898%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24405
    description abstractThe fundamental behavior of unsteady flows in an open channel with a rectangular dead zone is investigated experimentally and numerically to clarify the mass-exchange mechanism near an embayment along a river bank. Typical flow features such as generation of a coherent vortex due to shear instability in the mixing layer between two flow regions (main-channel flow and dead zone) and water-surface oscillation (seiche) in the dead zone are shown by the findings of laboratory tests. These flow features can be reproduced numerically by plane two-dimensional (2D) open-channel flow equations in the variable grid system. Model performance was examined in detail by changing the grid size and constants. The calculated values for temporal and spatial variations in velocity and depth are compared with observed values. Examination of the calculated results shows that temporal velocity variations at the interface can be decomposed into two components due to seiche and shear instability; during one seiche, cycle-velocity variations caused by instability are amplified to the large-scale vortex selectively by the interaction between seiche and instability components. This selective amplification process can be detected in a series of photographs of the surface flow pattern as well.
    publisherAmerican Society of Civil Engineers
    titleFundamental Properties of Flows in Open Channels with Dead Zone
    typeJournal Paper
    journal volume123
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:2(98)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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