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    Sediment and Debris Removal Inlet Structure for Canal Pipelines

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Gilbert Horrocks
    ,
    H. Lee Wimmer
    ,
    Pam McMullin
    DOI: 10.1061/(ASCE)0733-9437(1994)120:3(607)
    Publisher: American Society of Civil Engineers
    Abstract: New underground pipelines, which replaced open‐channel canals in the Duchesne River area of northeastern Utah, provided the necessary water pressure for local farmers in this arid region to switch to sprinkler irrigation systems. The new pipelines and sprinkler irrigation systems greatly reduced the amount of water previously lost to canal seepage and inefficient flood irrigation. The new pipelines and sprinkler irrigation systems, however, could be easily damaged or clogged by debris and sediment carried in the water. Self‐operating, low‐maintenance, and low‐cost pipeline inlet facilities had to be designed to remove sediment and debris from river water prior to its entering each new canal pipeline. The unique inlet facility designed for the new Tabby Canal pipeline has been operating successfully for four years. It was relatively inexpensive to construct, is completely self‐operating, and requires much less maintenance than mechanical inlet facilities. It has functioned so well that there have been no reports of any pipeline or sprinkler damage from water‐carried sediment or debris.
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      Sediment and Debris Removal Inlet Structure for Canal Pipelines

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/27565
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorGilbert Horrocks
    contributor authorH. Lee Wimmer
    contributor authorPam McMullin
    date accessioned2017-05-08T20:47:59Z
    date available2017-05-08T20:47:59Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-9437%281994%29120%3A3%28607%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27565
    description abstractNew underground pipelines, which replaced open‐channel canals in the Duchesne River area of northeastern Utah, provided the necessary water pressure for local farmers in this arid region to switch to sprinkler irrigation systems. The new pipelines and sprinkler irrigation systems greatly reduced the amount of water previously lost to canal seepage and inefficient flood irrigation. The new pipelines and sprinkler irrigation systems, however, could be easily damaged or clogged by debris and sediment carried in the water. Self‐operating, low‐maintenance, and low‐cost pipeline inlet facilities had to be designed to remove sediment and debris from river water prior to its entering each new canal pipeline. The unique inlet facility designed for the new Tabby Canal pipeline has been operating successfully for four years. It was relatively inexpensive to construct, is completely self‐operating, and requires much less maintenance than mechanical inlet facilities. It has functioned so well that there have been no reports of any pipeline or sprinkler damage from water‐carried sediment or debris.
    publisherAmerican Society of Civil Engineers
    titleSediment and Debris Removal Inlet Structure for Canal Pipelines
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:3(607)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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