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    Design of Optimal Reliable Multiquality Water-Supply Systems

    Source: Journal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 005
    Author:
    Avi Ostfeld
    ,
    Uri Shamir
    DOI: 10.1061/(ASCE)0733-9496(1996)122:5(322)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology which integrates the optimal design and reliability of a multiquality water-supply system is presented and demonstrated. The system designed is able to sustain prescribed failure scenarios, such as any single random component failure, and still maintain a desired level of service in terms of the quantities, qualities, and pressures supplied to the consumers. In formulating and solving the model, decomposition is used. The decomposition results in an “outer” nonsmooth problem in the domain of the circular flows, and an “inner” convex quadratic problem. The method of solution includes the use of a nonsmooth optimization technique for minimizing the outer problem, for which a member of the subgradient group is calculated in each iteration. The method allows reversal of flows in pipes, relative to the direction initially assigned. The methodology is applied to a system with 33 pipes, five pumps, and 16 nodes (two source nodes with treatment facilities and 14 consumer nodes) for a single loading condition and one quality parameter.
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      Design of Optimal Reliable Multiquality Water-Supply Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39441
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    contributor authorAvi Ostfeld
    contributor authorUri Shamir
    date accessioned2017-05-08T21:07:16Z
    date available2017-05-08T21:07:16Z
    date copyrightSeptember 1996
    date issued1996
    identifier other%28asce%290733-9496%281996%29122%3A5%28322%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39441
    description abstractA methodology which integrates the optimal design and reliability of a multiquality water-supply system is presented and demonstrated. The system designed is able to sustain prescribed failure scenarios, such as any single random component failure, and still maintain a desired level of service in terms of the quantities, qualities, and pressures supplied to the consumers. In formulating and solving the model, decomposition is used. The decomposition results in an “outer” nonsmooth problem in the domain of the circular flows, and an “inner” convex quadratic problem. The method of solution includes the use of a nonsmooth optimization technique for minimizing the outer problem, for which a member of the subgradient group is calculated in each iteration. The method allows reversal of flows in pipes, relative to the direction initially assigned. The methodology is applied to a system with 33 pipes, five pumps, and 16 nodes (two source nodes with treatment facilities and 14 consumer nodes) for a single loading condition and one quality parameter.
    publisherAmerican Society of Civil Engineers
    titleDesign of Optimal Reliable Multiquality Water-Supply Systems
    typeJournal Paper
    journal volume122
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1996)122:5(322)
    treeJournal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 005
    contenttypeFulltext
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