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    Open Channel Turbulent Flow past Rectangular Cylinders at Incidence

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    M. Agelin-Chaab
    ,
    M. F. Tachie
    DOI: 10.1061/(ASCE)HY.1943-7900.0000795
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports a study of the turbulent wake of two-dimensional rectangular cylinders in an open channel. Three cylinders with different aspect ratios were mounted vertically at the midspan of an open channel and oriented through four angles of incidence. A particle image velocimetry technique was used to conduct detailed velocity measurements at various streamwise-spanwise planes around the cylinders. The results show that the head loss coefficients increase with aspect ratio and angle of incidence. Self-similarity in the mean velocities was achieved with the proper choice of velocity and length scales, irrespective of the angle of incidence and cylinder aspect ratio.
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      Open Channel Turbulent Flow past Rectangular Cylinders at Incidence

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    contributor authorM. Agelin-Chaab
    contributor authorM. F. Tachie
    date accessioned2017-05-08T21:51:53Z
    date available2017-05-08T21:51:53Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000827.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64663
    description abstractThis paper reports a study of the turbulent wake of two-dimensional rectangular cylinders in an open channel. Three cylinders with different aspect ratios were mounted vertically at the midspan of an open channel and oriented through four angles of incidence. A particle image velocimetry technique was used to conduct detailed velocity measurements at various streamwise-spanwise planes around the cylinders. The results show that the head loss coefficients increase with aspect ratio and angle of incidence. Self-similarity in the mean velocities was achieved with the proper choice of velocity and length scales, irrespective of the angle of incidence and cylinder aspect ratio.
    publisherAmerican Society of Civil Engineers
    titleOpen Channel Turbulent Flow past Rectangular Cylinders at Incidence
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000795
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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