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    Optimal Design of Redundant Water Distribution Networks Using a Cluster of Workstations

    Source: Journal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Sujay V. Kumar
    ,
    Troy A. Doby
    ,
    John W. Baugh Jr.
    ,
    E. Downey Brill
    ,
    S. Ranji Ranjithan
    DOI: 10.1061/(ASCE)0733-9496(2006)132:5(374)
    Publisher: American Society of Civil Engineers
    Abstract: A genetic algorithm (GA)-based method for the least-cost design of looped pipe networks for various levels of redundancy is presented in this paper. Redundancy constraints are introduced in the optimization model by considering the number of pipes assumed to be out of service at any one time. Using this approach, trade-off relationships between cost and redundancy are developed. The GA-based approach is computationally intensive, and implementations on a custom fault-tolerant distributed computing framework, called Vitri, are used to satisfy the computational requirements. The design methodology is applied to two water distribution networks of different sizes, and a comparison of the performance of the distributed GAs for the design problems is also presented. We conclude that a GA-based approach to obtaining cost-effective, redundant solutions for the least-cost design of looped pipe networks can be effectively used on a heterogeneous network of nondedicated workstations.
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      Optimal Design of Redundant Water Distribution Networks Using a Cluster of Workstations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40031
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    • Journal of Water Resources Planning and Management

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    contributor authorSujay V. Kumar
    contributor authorTroy A. Doby
    contributor authorJohn W. Baugh Jr.
    contributor authorE. Downey Brill
    contributor authorS. Ranji Ranjithan
    date accessioned2017-05-08T21:08:09Z
    date available2017-05-08T21:08:09Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%290733-9496%282006%29132%3A5%28374%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40031
    description abstractA genetic algorithm (GA)-based method for the least-cost design of looped pipe networks for various levels of redundancy is presented in this paper. Redundancy constraints are introduced in the optimization model by considering the number of pipes assumed to be out of service at any one time. Using this approach, trade-off relationships between cost and redundancy are developed. The GA-based approach is computationally intensive, and implementations on a custom fault-tolerant distributed computing framework, called Vitri, are used to satisfy the computational requirements. The design methodology is applied to two water distribution networks of different sizes, and a comparison of the performance of the distributed GAs for the design problems is also presented. We conclude that a GA-based approach to obtaining cost-effective, redundant solutions for the least-cost design of looped pipe networks can be effectively used on a heterogeneous network of nondedicated workstations.
    publisherAmerican Society of Civil Engineers
    titleOptimal Design of Redundant Water Distribution Networks Using a Cluster of Workstations
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2006)132:5(374)
    treeJournal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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