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    Experiments on Flow at a 90° Open-Channel Junction

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author:
    Larry J. Weber
    ,
    Eric D. Schumate
    ,
    Nicola Mawer
    DOI: 10.1061/(ASCE)0733-9429(2001)127:5(340)
    Publisher: American Society of Civil Engineers
    Abstract: Although open-channel junctions are common in many hydraulic structures, no comprehensive data set has been compiled that describes the 3D flow field within the junction itself. This physical model study examined a 90°, sharp-edged, open-channel junction for channels of equal width. Depth measurements were made using a point gauge while velocity measurements were taken using an acoustic doppler velocimeter over a grid defined throughout the junction region. The average velocity and turbulence intensity were calculated from a time series of velocities that was recorded at each location. In addition, a 2D mapping of the water surface was performed on a 76.2 mm square grid throughout the channel junction. This paper presents the details of the experimental procedure and the general flow characteristics observed. The full data set generated during this experimental work is available for downloading on the Internet. Using a small portion of the data recorded, an evaluation of several previously proposed theories of combining flow in open-channel junctions is presented. This has revealed that the simplified mathematical model gives reasonable prediction of the experimental results. The complete data set describing combining flows at a 90° open-channel junction is presented as a resource for the validation of 3D computational fluid dynamics codes that utilize a free-surface model.
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      Experiments on Flow at a 90° Open-Channel Junction

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    contributor authorLarry J. Weber
    contributor authorEric D. Schumate
    contributor authorNicola Mawer
    date accessioned2017-05-08T20:44:03Z
    date available2017-05-08T20:44:03Z
    date copyrightMay 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A5%28340%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25188
    description abstractAlthough open-channel junctions are common in many hydraulic structures, no comprehensive data set has been compiled that describes the 3D flow field within the junction itself. This physical model study examined a 90°, sharp-edged, open-channel junction for channels of equal width. Depth measurements were made using a point gauge while velocity measurements were taken using an acoustic doppler velocimeter over a grid defined throughout the junction region. The average velocity and turbulence intensity were calculated from a time series of velocities that was recorded at each location. In addition, a 2D mapping of the water surface was performed on a 76.2 mm square grid throughout the channel junction. This paper presents the details of the experimental procedure and the general flow characteristics observed. The full data set generated during this experimental work is available for downloading on the Internet. Using a small portion of the data recorded, an evaluation of several previously proposed theories of combining flow in open-channel junctions is presented. This has revealed that the simplified mathematical model gives reasonable prediction of the experimental results. The complete data set describing combining flows at a 90° open-channel junction is presented as a resource for the validation of 3D computational fluid dynamics codes that utilize a free-surface model.
    publisherAmerican Society of Civil Engineers
    titleExperiments on Flow at a 90° Open-Channel Junction
    typeJournal Paper
    journal volume127
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:5(340)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 005
    contenttypeFulltext
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