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    Pipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author:
    Xiao-xuan Du
    ,
    Martin F. Lambert
    ,
    Lei Chen
    ,
    Eric Jing Hu
    ,
    Wang Xi
    DOI: 10.1061/(ASCE)HY.1943-7900.0001810
    Publisher: ASCE
    Abstract: The purpose of this paper is to present a technique for burst detection, localization, and cross-sectional area quantification based on the damping of fluid transients. The Fourier components of the transient signal are damped differently due to the presence of the burst and the unsteady friction it causes. An unsteady friction water hammer (UFWH) model has been developed and validated to determine the unsteady friction damping. The burst damping can then be calculated, and this both indicates the presence of the burst and contains information about the burst location and the associated cross-sectional area. The corresponding numerical studies and experimental results are presented in this paper. By applying the technique outlined in this paper, the errors of the resultant burst location from the numerical and experimental analyses are 1%–1.5% and 1.57%–4.05%, respectively.
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      Pipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method

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    contributor authorXiao-xuan Du
    contributor authorMartin F. Lambert
    contributor authorLei Chen
    contributor authorEric Jing Hu
    contributor authorWang Xi
    date accessioned2022-01-30T20:39:44Z
    date available2022-01-30T20:39:44Z
    date issued11/1/2020 12:00:00 AM
    identifier other%28ASCE%29HY.1943-7900.0001810.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266898
    description abstractThe purpose of this paper is to present a technique for burst detection, localization, and cross-sectional area quantification based on the damping of fluid transients. The Fourier components of the transient signal are damped differently due to the presence of the burst and the unsteady friction it causes. An unsteady friction water hammer (UFWH) model has been developed and validated to determine the unsteady friction damping. The burst damping can then be calculated, and this both indicates the presence of the burst and contains information about the burst location and the associated cross-sectional area. The corresponding numerical studies and experimental results are presented in this paper. By applying the technique outlined in this paper, the errors of the resultant burst location from the numerical and experimental analyses are 1%–1.5% and 1.57%–4.05%, respectively.
    publisherASCE
    titlePipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method
    typeJournal Paper
    journal volume146
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001810
    page14
    treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 011
    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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