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    CFD Study of the Hydraulic Performance of Large-Diameter Gated Fluming

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author:
    RichardKoech
    ,
    Ruth Mossad
    ,
    Rod Smith
    ,
    Malcolm Gillies
    DOI: 10.1061/(ASCE)IR.1943-4774.0000795
    Publisher: American Society of Civil Engineers
    Abstract: The hydraulic performance of large-diameter gated fluming, commonly used in furrow irrigation, was investigated using computational fluid dynamics (CFD). The continuity and the momentum equations governing the fluid in the system were solved numerically for a steady incompressible and turbulent flow using a realizable software model. The CFD results were compared with the laboratory measured results and those obtained using a hydraulic simulation model. The CFD results showed a good correlation with the measured data and those generated using the software. The velocity head in the pipeline had no influence on the magnitude of the outflows possibly due to the unique shape of the outlet. The pressure head recovery across the outlets was greater than the energy loss along the pipe; hence, the pressure and discharge increased towards the downstream end. The CFD approach was found to be an appropriate tool for detailed analysis of the hydraulic characteristics of gated irrigation pipelines.
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      CFD Study of the Hydraulic Performance of Large-Diameter Gated Fluming

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71712
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    contributor authorRichardKoech
    contributor authorRuth Mossad
    contributor authorRod Smith
    contributor authorMalcolm Gillies
    date accessioned2017-05-08T22:07:09Z
    date available2017-05-08T22:07:09Z
    date copyrightFebruary 2015
    date issued2015
    identifier other29533274.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71712
    description abstractThe hydraulic performance of large-diameter gated fluming, commonly used in furrow irrigation, was investigated using computational fluid dynamics (CFD). The continuity and the momentum equations governing the fluid in the system were solved numerically for a steady incompressible and turbulent flow using a realizable software model. The CFD results were compared with the laboratory measured results and those obtained using a hydraulic simulation model. The CFD results showed a good correlation with the measured data and those generated using the software. The velocity head in the pipeline had no influence on the magnitude of the outflows possibly due to the unique shape of the outlet. The pressure head recovery across the outlets was greater than the energy loss along the pipe; hence, the pressure and discharge increased towards the downstream end. The CFD approach was found to be an appropriate tool for detailed analysis of the hydraulic characteristics of gated irrigation pipelines.
    publisherAmerican Society of Civil Engineers
    titleCFD Study of the Hydraulic Performance of Large-Diameter Gated Fluming
    typeJournal Paper
    journal volume141
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000795
    treeJournal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian