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    Modified Venturi Channel

    Source: Journal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author:
    W. H. Hager
    DOI: 10.1061/(ASCE)0733-9437(1985)111:1(19)
    Publisher: American Society of Civil Engineers
    Abstract: Flumes having a local diminution of channel width are widely used as discharge measurement structures. The present investigation considers the modified version of a cylinder positioned axially in a nearly horizontal, prismatic channel. This particular configuration has several advantages over the usual one: determination of discharge at arbitrary, well‐defined channel cross sections needs no supplementary installations, and the device is simple and inexpensive. Moreover, the device enables a mobile registration of discharge at selected locations of a sewer or channel system. Discharge‐head relations are determined using both the traditional hydraulic approach and more sophisticated models that account for the streamline slope and curvature. Considerations include rectangular, trapezoidal and U‐shaped channels. Experiments in rectangular channels corroborate the proposed discharge‐head relation and reveal the internal flow mechanisms in the vicinity of the cylinder. Examples show the computational procedure, and graphs enable a simple application of results to problems.
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      Modified Venturi Channel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26794
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    contributor authorW. H. Hager
    date accessioned2017-05-08T20:46:37Z
    date available2017-05-08T20:46:37Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9437%281985%29111%3A1%2819%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26794
    description abstractFlumes having a local diminution of channel width are widely used as discharge measurement structures. The present investigation considers the modified version of a cylinder positioned axially in a nearly horizontal, prismatic channel. This particular configuration has several advantages over the usual one: determination of discharge at arbitrary, well‐defined channel cross sections needs no supplementary installations, and the device is simple and inexpensive. Moreover, the device enables a mobile registration of discharge at selected locations of a sewer or channel system. Discharge‐head relations are determined using both the traditional hydraulic approach and more sophisticated models that account for the streamline slope and curvature. Considerations include rectangular, trapezoidal and U‐shaped channels. Experiments in rectangular channels corroborate the proposed discharge‐head relation and reveal the internal flow mechanisms in the vicinity of the cylinder. Examples show the computational procedure, and graphs enable a simple application of results to problems.
    publisherAmerican Society of Civil Engineers
    titleModified Venturi Channel
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1985)111:1(19)
    treeJournal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;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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