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    Entrance Loss Coefficients and Inlet Control Head–Discharge Relationships for Buried-Invert Culverts

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author:
    B. P. Tullis
    ,
    D. S. Anderson
    ,
    S. C. Robinson
    DOI: 10.1061/(ASCE)0733-9437(2008)134:6(831)
    Publisher: American Society of Civil Engineers
    Abstract: In current practice, entrance loss coefficients and inlet control head–discharge relationships for buried-invert culverts designed for fish passage applications are either ignored or approximated using traditional culvert design data due to a lack of data specific to these alternative culvert geometries. This study experimentally determined entrance loss coefficients and inlet control head–discharge relationships for circular culverts with invert burial depths of 20, 40, and 50% and an elliptical culvert with 50% invert burial depth. In general, the inlet loss coefficients for buried-invert culverts were higher than for traditional culverts of the same cross-sectional shape without invert burial. The influence of approach flow conditions (ponded or channelized) on inlet loss coefficients and inlet control head–discharge relationships was also investigated. This paper outlines the experimental methods used to determine entrance loss coefficients and inlet control head–discharge regression constants relative to these alternative culvert geometries and presents the data relevant to the hydraulic design and evaluation of these culverts.
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      Entrance Loss Coefficients and Inlet Control Head–Discharge Relationships for Buried-Invert Culverts

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28724
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorB. P. Tullis
    contributor authorD. S. Anderson
    contributor authorS. C. Robinson
    date accessioned2017-05-08T20:50:13Z
    date available2017-05-08T20:50:13Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%290733-9437%282008%29134%3A6%28831%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28724
    description abstractIn current practice, entrance loss coefficients and inlet control head–discharge relationships for buried-invert culverts designed for fish passage applications are either ignored or approximated using traditional culvert design data due to a lack of data specific to these alternative culvert geometries. This study experimentally determined entrance loss coefficients and inlet control head–discharge relationships for circular culverts with invert burial depths of 20, 40, and 50% and an elliptical culvert with 50% invert burial depth. In general, the inlet loss coefficients for buried-invert culverts were higher than for traditional culverts of the same cross-sectional shape without invert burial. The influence of approach flow conditions (ponded or channelized) on inlet loss coefficients and inlet control head–discharge relationships was also investigated. This paper outlines the experimental methods used to determine entrance loss coefficients and inlet control head–discharge regression constants relative to these alternative culvert geometries and presents the data relevant to the hydraulic design and evaluation of these culverts.
    publisherAmerican Society of Civil Engineers
    titleEntrance Loss Coefficients and Inlet Control Head–Discharge Relationships for Buried-Invert Culverts
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2008)134:6(831)
    treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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