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    Detecting Accidental Contaminations in Municipal Water Networks

    Source: Journal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 004
    Author:
    Avner Kessler
    ,
    Avi Ostfeld
    ,
    Gideon Sinai
    DOI: 10.1061/(ASCE)0733-9496(1998)124:4(192)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology for finding the optimal layout of a detection system in a municipal water network is formulated and demonstrated. The detection system considered consists of a set of monitoring stations aimed at detecting a random external input of water pollution. The level of service provided to the consumers is defined by the maximum volume of consumed polluted water prior to detection. The methodology involves the establishment of an auxiliary network that represents all possible flow directions for a typical demand cycle, an “all shortest paths” algorithm to identify domains of pollution, and a “set covering” algorithm to optimally allocate the monitoring stations. The algorithm outcome is a minimal set of monitoring stations that satisfies a given level of service. The methodology is demonstrated on a small illustrative case and on a midsize water network.
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      Detecting Accidental Contaminations in Municipal Water Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39529
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    contributor authorAvner Kessler
    contributor authorAvi Ostfeld
    contributor authorGideon Sinai
    date accessioned2017-05-08T21:07:28Z
    date available2017-05-08T21:07:28Z
    date copyrightJuly 1998
    date issued1998
    identifier other%28asce%290733-9496%281998%29124%3A4%28192%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39529
    description abstractA methodology for finding the optimal layout of a detection system in a municipal water network is formulated and demonstrated. The detection system considered consists of a set of monitoring stations aimed at detecting a random external input of water pollution. The level of service provided to the consumers is defined by the maximum volume of consumed polluted water prior to detection. The methodology involves the establishment of an auxiliary network that represents all possible flow directions for a typical demand cycle, an “all shortest paths” algorithm to identify domains of pollution, and a “set covering” algorithm to optimally allocate the monitoring stations. The algorithm outcome is a minimal set of monitoring stations that satisfies a given level of service. The methodology is demonstrated on a small illustrative case and on a midsize water network.
    publisherAmerican Society of Civil Engineers
    titleDetecting Accidental Contaminations in Municipal Water Networks
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1998)124:4(192)
    treeJournal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 004
    contenttypeFulltext
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