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    Turbulent Structure in Compound Open‐Channel Flows

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author:
    Akihiro Tominaga
    ,
    Iehisa Nezu
    DOI: 10.1061/(ASCE)0733-9429(1991)117:1(21)
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of three‐dimensional (3‐D) turbulent structure, including turbulence‐driven secondary currents in compound open‐channel flows, is a very important topic in hydraulic and river engineering, as well as in fluid mechanics. In this study, accurate measurements in fully developed compound open‐channel flows are conducted by means of a fiber‐optic laser Doppler anemometer (FLDA). Secondary velocities can be measured very accurately with the present 3‐D measurement system. The characteristics of compound open‐channel flows are recognized in the junction region between the main channel and flood plain, whereas the characteristics of rectangular open‐channel flows are observed in a region near the sidewall of the main channel. Strong, inclined secondary currents, which are associated with a pair of longitudinal vortices, are generated in the junction region between the main channel and the flood plain. The primary mean velocity field is directly influenced by these secondary currents. Turbulence intensities and the Reynolds stresses are also revealed in detail. Moreover, the effects of channel geometry and bed roughness on turbulent structure are examined.
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      Turbulent Structure in Compound Open‐Channel Flows

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    contributor authorAkihiro Tominaga
    contributor authorIehisa Nezu
    date accessioned2017-05-08T20:40:59Z
    date available2017-05-08T20:40:59Z
    date copyrightJanuary 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A1%2821%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23383
    description abstractAn investigation of three‐dimensional (3‐D) turbulent structure, including turbulence‐driven secondary currents in compound open‐channel flows, is a very important topic in hydraulic and river engineering, as well as in fluid mechanics. In this study, accurate measurements in fully developed compound open‐channel flows are conducted by means of a fiber‐optic laser Doppler anemometer (FLDA). Secondary velocities can be measured very accurately with the present 3‐D measurement system. The characteristics of compound open‐channel flows are recognized in the junction region between the main channel and flood plain, whereas the characteristics of rectangular open‐channel flows are observed in a region near the sidewall of the main channel. Strong, inclined secondary currents, which are associated with a pair of longitudinal vortices, are generated in the junction region between the main channel and the flood plain. The primary mean velocity field is directly influenced by these secondary currents. Turbulence intensities and the Reynolds stresses are also revealed in detail. Moreover, the effects of channel geometry and bed roughness on turbulent structure are examined.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Structure in Compound Open‐Channel Flows
    typeJournal Paper
    journal volume117
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:1(21)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    contenttypeFulltext
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