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    Critical Channel Dimensions for Open-Channel Transition Design

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author:
    Amlan Das
    DOI: 10.1061/(ASCE)IR.1943-4774.0000344
    Publisher: American Society of Civil Engineers
    Abstract: The channel dimensions leading to the critical state of flow are important in the design of channel transition. This work describes a methodology for determining the channel dimensions leading to the critical state of flow to maintain given specific energy or specific force conditions. The developed methodology works on extracting a two equal roots/factors of the specific energy and specific force expressions, where the two equal roots/factors yield the critical flow depth. The methodology is illustrated for trapezoidal, rectangular, triangular, and parabolic channels.
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      Critical Channel Dimensions for Open-Channel Transition Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65243
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    contributor authorAmlan Das
    date accessioned2017-05-08T21:52:58Z
    date available2017-05-08T21:52:58Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29ir%2E1943-4774%2E0000374.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65243
    description abstractThe channel dimensions leading to the critical state of flow are important in the design of channel transition. This work describes a methodology for determining the channel dimensions leading to the critical state of flow to maintain given specific energy or specific force conditions. The developed methodology works on extracting a two equal roots/factors of the specific energy and specific force expressions, where the two equal roots/factors yield the critical flow depth. The methodology is illustrated for trapezoidal, rectangular, triangular, and parabolic channels.
    publisherAmerican Society of Civil Engineers
    titleCritical Channel Dimensions for Open-Channel Transition Design
    typeJournal Paper
    journal volume137
    journal issue11
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000344
    treeJournal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 011
    contenttypeFulltext
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