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    Flap Gate Design for Automatic Upstream Canal Water Level Control

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author:
    Charles M. Burt
    ,
    Russdon Angold
    ,
    Mike Lehmkuhl
    ,
    Stuart Styles
    DOI: 10.1061/(ASCE)0733-9437(2001)127:2(84)
    Publisher: American Society of Civil Engineers
    Abstract: The EXCEL design procedure for a simple hydraulic flap gate for automatic upstream canal water level control is provided. Basic configurations were developed in The Netherlands in the 1920s and have recently been used in Indonesia, the Dominican Republic, and Nigeria. Four irrigation districts in the San Joaquin Valley of California have constructed and installed over 60 properly functioning flap gates. The gates can be installed within 2 h, but require free discharge conditions and in practice are limited to controlling water depths of about 1 m or less.
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      Flap Gate Design for Automatic Upstream Canal Water Level Control

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28040
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorCharles M. Burt
    contributor authorRussdon Angold
    contributor authorMike Lehmkuhl
    contributor authorStuart Styles
    date accessioned2017-05-08T20:49:09Z
    date available2017-05-08T20:49:09Z
    date copyrightApril 2001
    date issued2001
    identifier other%28asce%290733-9437%282001%29127%3A2%2884%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28040
    description abstractThe EXCEL design procedure for a simple hydraulic flap gate for automatic upstream canal water level control is provided. Basic configurations were developed in The Netherlands in the 1920s and have recently been used in Indonesia, the Dominican Republic, and Nigeria. Four irrigation districts in the San Joaquin Valley of California have constructed and installed over 60 properly functioning flap gates. The gates can be installed within 2 h, but require free discharge conditions and in practice are limited to controlling water depths of about 1 m or less.
    publisherAmerican Society of Civil Engineers
    titleFlap Gate Design for Automatic Upstream Canal Water Level Control
    typeJournal Paper
    journal volume127
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2001)127:2(84)
    treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 002
    contenttypeFulltext
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