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    Mobile Flume for Pipe Flow

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author:
    Andreas Kohler
    ,
    Willi H. Hager
    DOI: 10.1061/(ASCE)0733-9437(1997)123:1(19)
    Publisher: American Society of Civil Engineers
    Abstract: Discharge measurement in partially filled pipes, as occurs in sewage and drainage engineering, is considered with an improved device. The so-called pipe flume is suited for mobile discharge measurement either for a single discharge reading or for the determination of daily or weekly hydrographs. It can easily be mounted in commercially fabricated pipes, and sediment transport does not detract from its accuracy. The device has been extensively tested in a hydraulics lab and the device has an accuracy of ±5% in optimum field conditions. Simplifications compared to the original design include the head determination in the cylindrical container, by which surface fluctuations are practically removed, and effects of pipe slope are eliminated. A discharge-head equation is established for pipe flumes having a diameter larger than 200 mm, where effects of scale are negligible. The discharge-head equation accounts for the pipe filling and the constriction rate, as well as for the position relative to the pipe outlet section.
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      Mobile Flume for Pipe Flow

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/27763
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorAndreas Kohler
    contributor authorWilli H. Hager
    date accessioned2017-05-08T20:48:42Z
    date available2017-05-08T20:48:42Z
    date copyrightJanuary 1997
    date issued1997
    identifier other%28asce%290733-9437%281997%29123%3A1%2819%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27763
    description abstractDischarge measurement in partially filled pipes, as occurs in sewage and drainage engineering, is considered with an improved device. The so-called pipe flume is suited for mobile discharge measurement either for a single discharge reading or for the determination of daily or weekly hydrographs. It can easily be mounted in commercially fabricated pipes, and sediment transport does not detract from its accuracy. The device has been extensively tested in a hydraulics lab and the device has an accuracy of ±5% in optimum field conditions. Simplifications compared to the original design include the head determination in the cylindrical container, by which surface fluctuations are practically removed, and effects of pipe slope are eliminated. A discharge-head equation is established for pipe flumes having a diameter larger than 200 mm, where effects of scale are negligible. The discharge-head equation accounts for the pipe filling and the constriction rate, as well as for the position relative to the pipe outlet section.
    publisherAmerican Society of Civil Engineers
    titleMobile Flume for Pipe Flow
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1997)123:1(19)
    treeJournal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 001
    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
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