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    Optimal Measurement Site Locations for Inverse Transient Analysis in Pipe Networks

    Source: Journal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 006
    Author:
    John P. Vı´tkovský
    ,
    James A. Liggett
    ,
    Angus R. Simpson
    ,
    Martin F. Lambert
    DOI: 10.1061/(ASCE)0733-9496(2003)129:6(480)
    Publisher: American Society of Civil Engineers
    Abstract: The quality of leak detection and quantification and calibration for friction coefficients in pipelines and networks by the inverse transient method are dependent on the quantity and location of data measurement sites. This paper presents an approach for determining the configuration of measurement sites that produces optimal results. Three performance indicators, two that are based on A- and D-optimality criteria and one that is based on the sensitivities of the heads with respect to the parameters, show which configurations are superior. These are illustrated by two case studies, the first of which is a small pipe network in which all configurations are considered directly (fully enumerable) and the second is a larger pipe network in which statistics are drawn from a sampling of configurations. For the large network, a genetic algorithm, with a new crossover operator, performs a search of possible measurement site configurations to determine the optimal measurement locations. The number of sites as well as time length of data at each site are also considered.
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      Optimal Measurement Site Locations for Inverse Transient Analysis in Pipe Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39858
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    contributor authorJohn P. Vı´tkovský
    contributor authorJames A. Liggett
    contributor authorAngus R. Simpson
    contributor authorMartin F. Lambert
    date accessioned2017-05-08T21:07:54Z
    date available2017-05-08T21:07:54Z
    date copyrightNovember 2003
    date issued2003
    identifier other%28asce%290733-9496%282003%29129%3A6%28480%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39858
    description abstractThe quality of leak detection and quantification and calibration for friction coefficients in pipelines and networks by the inverse transient method are dependent on the quantity and location of data measurement sites. This paper presents an approach for determining the configuration of measurement sites that produces optimal results. Three performance indicators, two that are based on A- and D-optimality criteria and one that is based on the sensitivities of the heads with respect to the parameters, show which configurations are superior. These are illustrated by two case studies, the first of which is a small pipe network in which all configurations are considered directly (fully enumerable) and the second is a larger pipe network in which statistics are drawn from a sampling of configurations. For the large network, a genetic algorithm, with a new crossover operator, performs a search of possible measurement site configurations to determine the optimal measurement locations. The number of sites as well as time length of data at each site are also considered.
    publisherAmerican Society of Civil Engineers
    titleOptimal Measurement Site Locations for Inverse Transient Analysis in Pipe Networks
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2003)129:6(480)
    treeJournal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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