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    Effect of Bed Sand Content on the Turbulent Flows Associated with Clusters on an Armored Gravel Bed Surface

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Joanna Crowe Curran
    ,
    Lu Tan
    DOI: 10.1061/(ASCE)HY.1943-7900.0000810
    Publisher: American Society of Civil Engineers
    Abstract: As a gravel bed river armors, a bed surface often develops clusters as part of its structure. The influence of sand on armoring and the impact of clusters on the surrounding flow processes were investigated through flume experiments. Armored beds were created from four different sediments, which progressively increased from 1–38% sand in the bed sediment, extending from gravel framework to sand matrix beds. Turbulent kinetic energy (TKE) and
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      Effect of Bed Sand Content on the Turbulent Flows Associated with Clusters on an Armored Gravel Bed Surface

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64675
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    contributor authorJoanna Crowe Curran
    contributor authorLu Tan
    date accessioned2017-05-08T21:52:00Z
    date available2017-05-08T21:52:00Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29hy%2E1943-7900%2E0000838.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64675
    description abstractAs a gravel bed river armors, a bed surface often develops clusters as part of its structure. The influence of sand on armoring and the impact of clusters on the surrounding flow processes were investigated through flume experiments. Armored beds were created from four different sediments, which progressively increased from 1–38% sand in the bed sediment, extending from gravel framework to sand matrix beds. Turbulent kinetic energy (TKE) and
    publisherAmerican Society of Civil Engineers
    titleEffect of Bed Sand Content on the Turbulent Flows Associated with Clusters on an Armored Gravel Bed Surface
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000810
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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