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    Experimental and Numerical Study of the Flow Structure around Two Partially Buried Objects on a Deformed Bed

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author:
    Yovanni A. Cataño-Lopera
    ,
    Blake J. Landry
    ,
    Jorge D. Abad
    ,
    Marcelo H. García
    DOI: 10.1061/(ASCE)HY.1943-7900.0000619
    Publisher: American Society of Civil Engineers
    Abstract: The flow characteristics around two partially buried objects, a short cylinder (SC) and a truncated cone (TC) were examined experimentally and numerically. Experiments were conducted in a large tilting flume with vertical walls made of acrylic plastic and steel floor covered by a 24-m long sand pit. For each experiment, the object was placed on a flat sandy bed, the flume was filled to a water depth of 41 cm, and a steady unidirectional current was established at high Reynolds numbers while sinking of the object was tracked over time. Velocity records were taken with an acoustic Doppler velocimeter (ADV) probe at the final stage of burial and scour hole evolution. The flow structure around each object was further investigated using a model that solves the Reynolds-averaged Navier-Stokes (RANS) equations coupled with a
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      Experimental and Numerical Study of the Flow Structure around Two Partially Buried Objects on a Deformed Bed

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64480
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    contributor authorYovanni A. Cataño-Lopera
    contributor authorBlake J. Landry
    contributor authorJorge D. Abad
    contributor authorMarcelo H. García
    date accessioned2017-05-08T21:51:31Z
    date available2017-05-08T21:51:31Z
    date copyrightMarch 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000646.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64480
    description abstractThe flow characteristics around two partially buried objects, a short cylinder (SC) and a truncated cone (TC) were examined experimentally and numerically. Experiments were conducted in a large tilting flume with vertical walls made of acrylic plastic and steel floor covered by a 24-m long sand pit. For each experiment, the object was placed on a flat sandy bed, the flume was filled to a water depth of 41 cm, and a steady unidirectional current was established at high Reynolds numbers while sinking of the object was tracked over time. Velocity records were taken with an acoustic Doppler velocimeter (ADV) probe at the final stage of burial and scour hole evolution. The flow structure around each object was further investigated using a model that solves the Reynolds-averaged Navier-Stokes (RANS) equations coupled with a
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Study of the Flow Structure around Two Partially Buried Objects on a Deformed Bed
    typeJournal Paper
    journal volume139
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000619
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    contenttypeFulltext
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