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    Case Studies of Leak Detection and Location in Water Pipe Systems by Inverse Transient Analysis

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 002
    Author:
    Dídia Covas
    ,
    Helena Ramos
    DOI: 10.1061/(ASCE)0733-9496(2010)136:2(248)
    Publisher: American Society of Civil Engineers
    Abstract: The current paper aims at the assessment of the effectiveness of a popular transient-based technique—inverse transient analysis (ITA)—for leak detection in water pipe systems using physical data. Data were collected from two pipe systems made of polyethylene: a laboratory facility at Imperial College London and a quasi-field system at Thames Water Utilities. A hydraulic transient solver especially developed for viscoelastic pipes (typically made of polyethylene) and an optimization algorithm for the simultaneous creep calibration and leak location have been developed for the application of this technique. The evaluation of the presence, location, and size of leaks was carried out using collected data. ITA allowed for the identification of the approximate location of leaks as long as the physical characteristics of the pipeline are well known, the transient is generated by a fast change of flow conditions, the leak has a “reasonable size,” and the transient solver is accurate enough to describe the transient event.
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      Case Studies of Leak Detection and Location in Water Pipe Systems by Inverse Transient Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40274
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    contributor authorDídia Covas
    contributor authorHelena Ramos
    date accessioned2017-05-08T21:08:32Z
    date available2017-05-08T21:08:32Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%290733-9496%282010%29136%3A2%28248%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40274
    description abstractThe current paper aims at the assessment of the effectiveness of a popular transient-based technique—inverse transient analysis (ITA)—for leak detection in water pipe systems using physical data. Data were collected from two pipe systems made of polyethylene: a laboratory facility at Imperial College London and a quasi-field system at Thames Water Utilities. A hydraulic transient solver especially developed for viscoelastic pipes (typically made of polyethylene) and an optimization algorithm for the simultaneous creep calibration and leak location have been developed for the application of this technique. The evaluation of the presence, location, and size of leaks was carried out using collected data. ITA allowed for the identification of the approximate location of leaks as long as the physical characteristics of the pipeline are well known, the transient is generated by a fast change of flow conditions, the leak has a “reasonable size,” and the transient solver is accurate enough to describe the transient event.
    publisherAmerican Society of Civil Engineers
    titleCase Studies of Leak Detection and Location in Water Pipe Systems by Inverse Transient Analysis
    typeJournal Paper
    journal volume136
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2010)136:2(248)
    treeJournal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;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