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    Leak Detection in Pipes by Frequency Response Method

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author:
    Witness Mpesha
    ,
    Sarah L. Gassman
    ,
    M. Hanif Chaudhry
    DOI: 10.1061/(ASCE)0733-9429(2001)127:2(134)
    Publisher: American Society of Civil Engineers
    Abstract: The frequency response method is used to determine the location and rate of leakage in open loop piping systems. A steady-oscillatory flow, produced by the periodic opening and closing of a valve, is analyzed in the frequency domain by using the transfer matrix method, and a frequency response diagram at the valve is developed. For a system with leaks, this diagram has additional resonant pressure amplitude peaks (herein referred to as the secondary pressure amplitude peaks) that are lower than the resonant pressure amplitude peaks (herein called primary amplitude peaks) for the system with no leaks. Several piping systems are successfully analyzed for all practical values of the friction factor to detect and locate individual leaks of up to 0.5% of the mean discharge. The method, requiring the measurement of pressure and discharge fluctuations at only one location, has the potential to detect leaks in real-life pipe systems conveying different types of fluids, such as water, petroleum, and so on.
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      Leak Detection in Pipes by Frequency Response Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25147
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    contributor authorWitness Mpesha
    contributor authorSarah L. Gassman
    contributor authorM. Hanif Chaudhry
    date accessioned2017-05-08T20:44:00Z
    date available2017-05-08T20:44:00Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A2%28134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25147
    description abstractThe frequency response method is used to determine the location and rate of leakage in open loop piping systems. A steady-oscillatory flow, produced by the periodic opening and closing of a valve, is analyzed in the frequency domain by using the transfer matrix method, and a frequency response diagram at the valve is developed. For a system with leaks, this diagram has additional resonant pressure amplitude peaks (herein referred to as the secondary pressure amplitude peaks) that are lower than the resonant pressure amplitude peaks (herein called primary amplitude peaks) for the system with no leaks. Several piping systems are successfully analyzed for all practical values of the friction factor to detect and locate individual leaks of up to 0.5% of the mean discharge. The method, requiring the measurement of pressure and discharge fluctuations at only one location, has the potential to detect leaks in real-life pipe systems conveying different types of fluids, such as water, petroleum, and so on.
    publisherAmerican Society of Civil Engineers
    titleLeak Detection in Pipes by Frequency Response Method
    typeJournal Paper
    journal volume127
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:2(134)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;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