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    Use of Flow Meters for Managing Water Supply Networks

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 002
    Author:
    Bojana Janković-Nišić
    ,
    Čedo Maksimović
    ,
    David Butler
    ,
    Nigel J. D. Graham
    DOI: 10.1061/(ASCE)0733-9496(2004)130:2(171)
    Publisher: American Society of Civil Engineers
    Abstract: A study of water consumption data collection and processing in the context of on-line monitoring and burst detection in water distribution networks is presented using a methodology for positioning of flow meters and selection of a monitoring time step. A stochastic model analyzes the propagation of initial uncertainty in water consumption through a water supply network and its influence on calculated flows. The model combines EPANET and a Monte Carlo based random sampling procedure that simulates the usage of domestic appliances. The model is validated on a medium-sized water distribution network, located in the southeast region of England. Statistical analysis of the calculated flows suggests that flow meters should be located at pipes with the highest variance in flow in order to make sudden changes in monitored flow detectable. As a result, an appropriate size of a district metering area (DMA) can be proposed. For the case study network studied here, a compromise DMA size of 250 properties is suggested.
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      Use of Flow Meters for Managing Water Supply Networks

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/39880
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    contributor authorBojana Janković-Nišić
    contributor authorČedo Maksimović
    contributor authorDavid Butler
    contributor authorNigel J. D. Graham
    date accessioned2017-05-08T21:07:56Z
    date available2017-05-08T21:07:56Z
    date copyrightMarch 2004
    date issued2004
    identifier other%28asce%290733-9496%282004%29130%3A2%28171%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39880
    description abstractA study of water consumption data collection and processing in the context of on-line monitoring and burst detection in water distribution networks is presented using a methodology for positioning of flow meters and selection of a monitoring time step. A stochastic model analyzes the propagation of initial uncertainty in water consumption through a water supply network and its influence on calculated flows. The model combines EPANET and a Monte Carlo based random sampling procedure that simulates the usage of domestic appliances. The model is validated on a medium-sized water distribution network, located in the southeast region of England. Statistical analysis of the calculated flows suggests that flow meters should be located at pipes with the highest variance in flow in order to make sudden changes in monitored flow detectable. As a result, an appropriate size of a district metering area (DMA) can be proposed. For the case study network studied here, a compromise DMA size of 250 properties is suggested.
    publisherAmerican Society of Civil Engineers
    titleUse of Flow Meters for Managing Water Supply Networks
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2004)130:2(171)
    treeJournal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 002
    contenttypeFulltext
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