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    Hydraulic Uniformity Index for Water Distribution Networks

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 002
    Author:
    Gimoon Jeong
    ,
    Doosun Kang
    DOI: 10.1061/(ASCE)WR.1943-5452.0001158
    Publisher: ASCE
    Abstract: Various reliability measures have been developed to evaluate design and operational aspects of water distribution system (WDS) performance. Conventional reliability indicators mainly focus on nodal supply conditions, such as nodal pressure and available discharge. Here, a new link-based reliability index is proposed that considers pipe head loss–distribution throughout a network. The proposed index, the hydraulic uniformity index (HUI), is approximated using the equivalent hydraulic gradient and intends to distribute the hydraulic gradient as uniformly as possible throughout the network by enlarging steep-gradient pipes and reducing the size of low-gradient pipes, while satisfying the design constraints. The HUI is intended to overcome the shortcomings of conventional node-based indices by synchronizing the evaluation components with the design elements for intuitive system evaluation. An applied study using the Hanoi benchmark network demonstrates that the proposed HUI can be used as an indicator to evaluate system design and operational reliability.
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      Hydraulic Uniformity Index for Water Distribution Networks

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    contributor authorGimoon Jeong
    contributor authorDoosun Kang
    date accessioned2022-01-30T20:16:18Z
    date available2022-01-30T20:16:18Z
    date issued2020
    identifier other%28ASCE%29WR.1943-5452.0001158.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266793
    description abstractVarious reliability measures have been developed to evaluate design and operational aspects of water distribution system (WDS) performance. Conventional reliability indicators mainly focus on nodal supply conditions, such as nodal pressure and available discharge. Here, a new link-based reliability index is proposed that considers pipe head loss–distribution throughout a network. The proposed index, the hydraulic uniformity index (HUI), is approximated using the equivalent hydraulic gradient and intends to distribute the hydraulic gradient as uniformly as possible throughout the network by enlarging steep-gradient pipes and reducing the size of low-gradient pipes, while satisfying the design constraints. The HUI is intended to overcome the shortcomings of conventional node-based indices by synchronizing the evaluation components with the design elements for intuitive system evaluation. An applied study using the Hanoi benchmark network demonstrates that the proposed HUI can be used as an indicator to evaluate system design and operational reliability.
    publisherASCE
    titleHydraulic Uniformity Index for Water Distribution Networks
    typeJournal Paper
    journal volume146
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0001158
    page04019078
    treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 002
    contenttypeFulltext
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