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    Confluence of Lock-Exchange Density Currents

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 148 ):;issue: 003::page 04021060
    Author:
    Hassan Ismail
    ,
    Jasim Imran
    DOI: 10.1061/(ASCE)HY.1943-7900.0001962
    Publisher: ASCE
    Abstract: Density currents represent a broad class of flows driven by gravity acting on a density difference with the ambient environment. The understanding of the underlying mechanisms of density currents and their implications on fluid, species, and sediment transport have been studied extensively by others. Although confluences occur naturally in terrestrial and submarine settings, little attention has been given to understanding the confluence of two density currents. Here, we systematically studied the unsteady flow in confluences and developed a methodology for describing the flows based on bulk properties in pre- and post-confluence density currents. Numerical simulations were conducted with experimental validation in which the effects of the initial density difference and channel depth were studied in a junction. In the junction, the currents accelerated and thickened. However, the postconfluence front velocity and thickness values were lower than the preconfluence values. The front velocity, front thickness, maximum near-bed horizontal velocity, and maximum bed shear stress are presented as functions of a Froude number. For the range of cases tested, the peak and postconfluence front velocities were not dependent on the initial conditions. Unlike the front characteristics, the bed shear stress continued to rise as the current’s combined front continued downstream. Therefore, two reestablishment lengths are presented describing the length needed for the front and, separately, the body to return to a constant-value phase.
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      Confluence of Lock-Exchange Density Currents

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    contributor authorHassan Ismail
    contributor authorJasim Imran
    date accessioned2022-05-07T21:24:18Z
    date available2022-05-07T21:24:18Z
    date issued2021-12-17
    identifier other(ASCE)HY.1943-7900.0001962.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283686
    description abstractDensity currents represent a broad class of flows driven by gravity acting on a density difference with the ambient environment. The understanding of the underlying mechanisms of density currents and their implications on fluid, species, and sediment transport have been studied extensively by others. Although confluences occur naturally in terrestrial and submarine settings, little attention has been given to understanding the confluence of two density currents. Here, we systematically studied the unsteady flow in confluences and developed a methodology for describing the flows based on bulk properties in pre- and post-confluence density currents. Numerical simulations were conducted with experimental validation in which the effects of the initial density difference and channel depth were studied in a junction. In the junction, the currents accelerated and thickened. However, the postconfluence front velocity and thickness values were lower than the preconfluence values. The front velocity, front thickness, maximum near-bed horizontal velocity, and maximum bed shear stress are presented as functions of a Froude number. For the range of cases tested, the peak and postconfluence front velocities were not dependent on the initial conditions. Unlike the front characteristics, the bed shear stress continued to rise as the current’s combined front continued downstream. Therefore, two reestablishment lengths are presented describing the length needed for the front and, separately, the body to return to a constant-value phase.
    publisherASCE
    titleConfluence of Lock-Exchange Density Currents
    typeJournal Paper
    journal volume148
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001962
    journal fristpage04021060
    journal lastpage04021060-14
    page14
    treeJournal of Hydraulic Engineering:;2021:;Volume ( 148 ):;issue: 003
    contenttypeFulltext
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