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    Flushing Criteria in Estuarine and Laboratory Experiments

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author:
    Walter Debler
    ,
    Jörg Imberger
    DOI: 10.1061/(ASCE)0733-9429(1996)122:12(728)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments have shown the range of densimetric Froude numbers for which a depression that is filled with saline water and located at the bottom of a watercourse will be flushed by the overflow of fresh water. If this densimetric Froude number, based on the water speed, the density difference between the saline water in the depression and the overflowing fresh water, and the depth of the depression, is greater than 1.5 or 2, then the saline fluid is purged very quickly in what is called the one-shot mode. (The range of Froude number depends on the cavity geometry and the manner of the initiation of the overflowing current). For lower values of Froude number the density interface also exhibits an internal wave that sweeps along the cavity ejecting fluid from it, and any liquid of high salinity that remains in the cavity is subsequently removed by turbulent entrainment. Data from a field test of an estuary in Chile show the occurrence of an internal wave that was formed at the upstream sill during ebb tide, the amplitude of which compares favorably with the results collected in the laboratory.
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      Flushing Criteria in Estuarine and Laboratory Experiments

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    https://yetl.yabesh.ir/yetl1/handle/yetl/24238
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    contributor authorWalter Debler
    contributor authorJörg Imberger
    date accessioned2017-05-08T20:42:29Z
    date available2017-05-08T20:42:29Z
    date copyrightDecember 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A12%28728%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24238
    description abstractLaboratory experiments have shown the range of densimetric Froude numbers for which a depression that is filled with saline water and located at the bottom of a watercourse will be flushed by the overflow of fresh water. If this densimetric Froude number, based on the water speed, the density difference between the saline water in the depression and the overflowing fresh water, and the depth of the depression, is greater than 1.5 or 2, then the saline fluid is purged very quickly in what is called the one-shot mode. (The range of Froude number depends on the cavity geometry and the manner of the initiation of the overflowing current). For lower values of Froude number the density interface also exhibits an internal wave that sweeps along the cavity ejecting fluid from it, and any liquid of high salinity that remains in the cavity is subsequently removed by turbulent entrainment. Data from a field test of an estuary in Chile show the occurrence of an internal wave that was formed at the upstream sill during ebb tide, the amplitude of which compares favorably with the results collected in the laboratory.
    publisherAmerican Society of Civil Engineers
    titleFlushing Criteria in Estuarine and Laboratory Experiments
    typeJournal Paper
    journal volume122
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:12(728)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 012
    contenttypeFulltext
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