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    Leak Detection of Water Supply Networks Using Error-Domain Model Falsification

    Source: Journal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 002
    Author:
    Gaudenz Moser
    ,
    Stephanie German Paal
    ,
    Ian F. C. Smith
    DOI: 10.1061/(ASCE)CP.1943-5487.0000729
    Publisher: American Society of Civil Engineers
    Abstract: Pressurized freshwater fluid distribution networks are key strategic infrastructure elements. On average, 20% of water is lost by way of leaks around the world. This illustrates the need for more efficient management of pressurized fluid distribution networks. This paper presents a system identification methodology known as error-domain model falsification adapted for performance assessment of water distribution networks and more specifically, to detect leak regions in these networks. In addition, a methodology to approximate the demand at nodes in water supply networks is presented and a methodology for estimating uncertainties through experimentation is described. The use of error-domain model falsification for practical use in water distribution networks shows great potential. Finally, two case studies are presented. The first case study is from the water distribution network of the city of Lausanne. An experimental campaign was carried out on this network to simulate leaks by opening hydrants. The second case study is from a water distribution network of the community of Bagnes, and a leak scenario was evaluated. These two case studies illustrate, using full-scale measurements, the potential of error-domain model falsification for the performance assessment of water distribution networks.
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      Leak Detection of Water Supply Networks Using Error-Domain Model Falsification

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4245561
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    contributor authorGaudenz Moser
    contributor authorStephanie German Paal
    contributor authorIan F. C. Smith
    date accessioned2017-12-30T13:05:53Z
    date available2017-12-30T13:05:53Z
    date issued2018
    identifier other%28ASCE%29CP.1943-5487.0000729.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245561
    description abstractPressurized freshwater fluid distribution networks are key strategic infrastructure elements. On average, 20% of water is lost by way of leaks around the world. This illustrates the need for more efficient management of pressurized fluid distribution networks. This paper presents a system identification methodology known as error-domain model falsification adapted for performance assessment of water distribution networks and more specifically, to detect leak regions in these networks. In addition, a methodology to approximate the demand at nodes in water supply networks is presented and a methodology for estimating uncertainties through experimentation is described. The use of error-domain model falsification for practical use in water distribution networks shows great potential. Finally, two case studies are presented. The first case study is from the water distribution network of the city of Lausanne. An experimental campaign was carried out on this network to simulate leaks by opening hydrants. The second case study is from a water distribution network of the community of Bagnes, and a leak scenario was evaluated. These two case studies illustrate, using full-scale measurements, the potential of error-domain model falsification for the performance assessment of water distribution networks.
    publisherAmerican Society of Civil Engineers
    titleLeak Detection of Water Supply Networks Using Error-Domain Model Falsification
    typeJournal Paper
    journal volume32
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000729
    page04017077
    treeJournal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;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
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