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    Multiobjective Sampling Design for Water Distribution Model Calibration

    Source: Journal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Zoran S. Kapelan
    ,
    Dragan A. Savic
    ,
    Godfrey A. Walters
    DOI: 10.1061/(ASCE)0733-9496(2003)129:6(466)
    Publisher: American Society of Civil Engineers
    Abstract: Sampling design (SD) for water distribution systems (WDS) is undoubtedly an important issue, and has been addressed in the past by a number of scientists and practitioners. The aim of the SD methodology developed here is to find a set of optimal network locations at which to place measurement devices. Optimal locations are determined with the aim of collecting data that will be used later on in the calibration of the analyzed WDS hydraulic model. First, existing calibration and SD approaches in the case of WDS are reviewed. After that, SD is formulated as a two-objective optimization problem. The objectives are maximization of the calibrated model accuracy by minimization of the relevant uncertainties, and minimization of total SD costs. The optimal SD problem is then solved using a multiobjective genetic algorithm based on Pareto ranking, niching, and restricted mating. The methodology developed is applied and verified on a case study. At the end, a summary is made and relevant conclusions are drawn.
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      Multiobjective Sampling Design for Water Distribution Model Calibration

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/39857
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    • Journal of Water Resources Planning and Management

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    contributor authorZoran S. Kapelan
    contributor authorDragan A. Savic
    contributor authorGodfrey A. Walters
    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%28466%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39857
    description abstractSampling design (SD) for water distribution systems (WDS) is undoubtedly an important issue, and has been addressed in the past by a number of scientists and practitioners. The aim of the SD methodology developed here is to find a set of optimal network locations at which to place measurement devices. Optimal locations are determined with the aim of collecting data that will be used later on in the calibration of the analyzed WDS hydraulic model. First, existing calibration and SD approaches in the case of WDS are reviewed. After that, SD is formulated as a two-objective optimization problem. The objectives are maximization of the calibrated model accuracy by minimization of the relevant uncertainties, and minimization of total SD costs. The optimal SD problem is then solved using a multiobjective genetic algorithm based on Pareto ranking, niching, and restricted mating. The methodology developed is applied and verified on a case study. At the end, a summary is made and relevant conclusions are drawn.
    publisherAmerican Society of Civil Engineers
    titleMultiobjective Sampling Design for Water Distribution Model Calibration
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2003)129:6(466)
    treeJournal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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