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    Optimal Channel Cross Section with Freeboard

    Source: Journal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author:
    Chwen‐Yuan Guo
    ,
    William C. Hughes
    DOI: 10.1061/(ASCE)0733-9437(1984)110:3(304)
    Publisher: American Society of Civil Engineers
    Abstract: Methods from calculus may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboard. The traditional methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revert to traditional solutions when the freeboard parameter is set to zero. A graphical solution is provided to simplify the resulting equations.
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      Optimal Channel Cross Section with Freeboard

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    contributor authorChwen‐Yuan Guo
    contributor authorWilliam C. Hughes
    date accessioned2017-05-08T20:46:35Z
    date available2017-05-08T20:46:35Z
    date copyrightSeptember 1984
    date issued1984
    identifier other%28asce%290733-9437%281984%29110%3A3%28304%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26780
    description abstractMethods from calculus may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboard. The traditional methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revert to traditional solutions when the freeboard parameter is set to zero. A graphical solution is provided to simplify the resulting equations.
    publisherAmerican Society of Civil Engineers
    titleOptimal Channel Cross Section with Freeboard
    typeJournal Paper
    journal volume110
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1984)110:3(304)
    treeJournal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 003
    contenttypeFulltext
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