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    Locating Multiple Leaks in Water Distribution Networks Combining Physically Based and Data-Driven Models and High-Performance Computing

    Source: Journal of Water Resources Planning and Management:;2023:;Volume ( 149 ):;issue: 012::page 04023066-1
    Author:
    Clara Maria Corzo
    ,
    Leonardo Alfonso
    ,
    Gerald Corzo
    ,
    Dimitri Solomatine
    DOI: 10.1061/JWRMD5.WRENG-6005
    Publisher: ASCE
    Abstract: Water utilities are urged to decrease their real water losses, not only to reduce costs but also to assure long-term sustainability. Hardware- and software-based techniques have been broadly used to locate leaks; within the latter, previous works that have used data-driven models mostly focused on single leaks. This paper presents a methodology to locate multiple leaks in water distribution networks employing pressure residuals. It consists of two phases: one is to produce training data for the data-driven model and cluster the nodes based on their leak-flow-rate-independent signatures using an adapted hierarchical agglomerative algorithm; the second is to locate the leaks using a top-down approach. To identify the leaking clusters and nodes, we employed a custom-built k-nearest neighbor (k-NN) algorithm that compares the test instances with the generated training data. This instance-to-instance comparison requires substantial computational resources for classification, which was overcome by the use of high-performance computing. The methodology was applied to a real network located in a European town, comprising 144 nodes and a total length of pipes of 24 km. Although its multiple inlets add redundancy to the network increasing the challenge of leak location, the method proved to obtain acceptable results to guide the field pinpointing activities. Nearly 70% of the areas determined by the clusters were identified with an accuracy of over 90% for leak flows above 3.0  L/s, and the leaking nodes were accurately detected over 50% of the time for leak flows above 4.0  L/s.
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      Locating Multiple Leaks in Water Distribution Networks Combining Physically Based and Data-Driven Models and High-Performance Computing

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    contributor authorClara Maria Corzo
    contributor authorLeonardo Alfonso
    contributor authorGerald Corzo
    contributor authorDimitri Solomatine
    date accessioned2024-04-27T20:56:52Z
    date available2024-04-27T20:56:52Z
    date issued2023/12/01
    identifier other10.1061-JWRMD5.WRENG-6005.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296307
    description abstractWater utilities are urged to decrease their real water losses, not only to reduce costs but also to assure long-term sustainability. Hardware- and software-based techniques have been broadly used to locate leaks; within the latter, previous works that have used data-driven models mostly focused on single leaks. This paper presents a methodology to locate multiple leaks in water distribution networks employing pressure residuals. It consists of two phases: one is to produce training data for the data-driven model and cluster the nodes based on their leak-flow-rate-independent signatures using an adapted hierarchical agglomerative algorithm; the second is to locate the leaks using a top-down approach. To identify the leaking clusters and nodes, we employed a custom-built k-nearest neighbor (k-NN) algorithm that compares the test instances with the generated training data. This instance-to-instance comparison requires substantial computational resources for classification, which was overcome by the use of high-performance computing. The methodology was applied to a real network located in a European town, comprising 144 nodes and a total length of pipes of 24 km. Although its multiple inlets add redundancy to the network increasing the challenge of leak location, the method proved to obtain acceptable results to guide the field pinpointing activities. Nearly 70% of the areas determined by the clusters were identified with an accuracy of over 90% for leak flows above 3.0  L/s, and the leaking nodes were accurately detected over 50% of the time for leak flows above 4.0  L/s.
    publisherASCE
    titleLocating Multiple Leaks in Water Distribution Networks Combining Physically Based and Data-Driven Models and High-Performance Computing
    typeJournal Article
    journal volume149
    journal issue12
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/JWRMD5.WRENG-6005
    journal fristpage04023066-1
    journal lastpage04023066-12
    page12
    treeJournal of Water Resources Planning and Management:;2023:;Volume ( 149 ):;issue: 012
    contenttypeFulltext
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