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    Robustness-Based Design of Water Distribution Systems

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 011
    Author:
    Donghwi Jung
    ,
    Doosun Kang
    ,
    Joong Hoon Kim
    ,
    Kevin Lansey
    DOI: 10.1061/(ASCE)WR.1943-5452.0000421
    Publisher: American Society of Civil Engineers
    Abstract: Robustness is generally defined as an ability of a system to maintain its function under a defined set of disturbances. To introduce robustness to the water distribution systems (WDSs) design, chance constrained, or so-called reliability-based models have been formulated. Under variations in system parameters, such as nodal demands and pipe roughness, system reliability is generally measured as the probability that the stochastic nodal pressures will be higher than an allowable minimum pressure limit. However, chance constraints may not be the best formulation to improve system robustness because it focuses on the likelihood of failure under a specified set of conditions rather than developing a solution that consistently provides adequate service. In addition, the reliability-based design requires defining the demand condition, its probability distribution and its statistics, which are not straight forward in practice. To address these difficulties, a robustness index that limits the range of the system function variability is posed here and incorporated in a two objective optimization problem. Resulting designs are compared with those from the reliability constraint formulation. The authors demonstrate that the robustness-based design improves resilience relative to the reliability-based design.
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      Robustness-Based Design of Water Distribution Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70278
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    contributor authorDonghwi Jung
    contributor authorDoosun Kang
    contributor authorJoong Hoon Kim
    contributor authorKevin Lansey
    date accessioned2017-05-08T22:03:57Z
    date available2017-05-08T22:03:57Z
    date copyrightNovember 2014
    date issued2014
    identifier other%28asce%29ww%2E1943-5460%2E0000052.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70278
    description abstractRobustness is generally defined as an ability of a system to maintain its function under a defined set of disturbances. To introduce robustness to the water distribution systems (WDSs) design, chance constrained, or so-called reliability-based models have been formulated. Under variations in system parameters, such as nodal demands and pipe roughness, system reliability is generally measured as the probability that the stochastic nodal pressures will be higher than an allowable minimum pressure limit. However, chance constraints may not be the best formulation to improve system robustness because it focuses on the likelihood of failure under a specified set of conditions rather than developing a solution that consistently provides adequate service. In addition, the reliability-based design requires defining the demand condition, its probability distribution and its statistics, which are not straight forward in practice. To address these difficulties, a robustness index that limits the range of the system function variability is posed here and incorporated in a two objective optimization problem. Resulting designs are compared with those from the reliability constraint formulation. The authors demonstrate that the robustness-based design improves resilience relative to the reliability-based design.
    publisherAmerican Society of Civil Engineers
    titleRobustness-Based Design of Water Distribution Systems
    typeJournal Paper
    journal volume140
    journal issue11
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000421
    treeJournal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 011
    contenttypeFulltext
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