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    Critical Flow Section in Collector Channel

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    James C. Y. Guo
    DOI: 10.1061/(ASCE)0733-9429(1999)125:4(422)
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows how the critical flow section in a collector channel can be located by solving the dynamic equation of spatially varied flow, Manning's equation, and making use of the singular-point concept. In addition to channel length and tailwater elevation, the occurrence of a critical flow section in a spatially varied flow also depends on the combination of channel cross-sectional geometry, roughness, slope, and inflow rate. When the critical flow section is necessary to be developed in a collector channel, the two dimensionless parameters (
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      Critical Flow Section in Collector Channel

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    contributor authorJames C. Y. Guo
    date accessioned2017-05-08T20:43:28Z
    date available2017-05-08T20:43:28Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A4%28422%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24821
    description abstractThis paper shows how the critical flow section in a collector channel can be located by solving the dynamic equation of spatially varied flow, Manning's equation, and making use of the singular-point concept. In addition to channel length and tailwater elevation, the occurrence of a critical flow section in a spatially varied flow also depends on the combination of channel cross-sectional geometry, roughness, slope, and inflow rate. When the critical flow section is necessary to be developed in a collector channel, the two dimensionless parameters (
    publisherAmerican Society of Civil Engineers
    titleCritical Flow Section in Collector Channel
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:4(422)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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