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    Optimal Design of Branched Water Supply Networks

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    Anand V. Chiplunkar
    ,
    P. Khanna
    DOI: 10.1061/(ASCE)0733-9372(1983)109:3(604)
    Publisher: American Society of Civil Engineers
    Abstract: A rational procedure for the optimization of branched water supply networks is developed in closed form. Two case studies are presented to illustrate the procedure for the optimal design of complete gravity systems and direct pumping systems.
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      Optimal Design of Branched Water Supply Networks

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30064
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    contributor authorAnand V. Chiplunkar
    contributor authorP. Khanna
    date accessioned2017-05-08T20:52:29Z
    date available2017-05-08T20:52:29Z
    date copyrightJune 1983
    date issued1983
    identifier other%28asce%290733-9372%281983%29109%3A3%28604%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30064
    description abstractA rational procedure for the optimization of branched water supply networks is developed in closed form. Two case studies are presented to illustrate the procedure for the optimal design of complete gravity systems and direct pumping systems.
    publisherAmerican Society of Civil Engineers
    titleOptimal Design of Branched Water Supply Networks
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1983)109:3(604)
    treeJournal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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