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    Parabolic Canal Design and Analysis

    Source: Journal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    Andrei P. Mironenko
    ,
    Lyman S. Willardson
    ,
    S. Abdollah Jenab
    DOI: 10.1061/(ASCE)0733-9437(1984)110:2(241)
    Publisher: American Society of Civil Engineers
    Abstract: Advantages and disadvantages of the parabolic canals are described. Procedures are given for determining all design parameters for parabolic cross-sections. The changes in velocity, area and wetted perimeter depand on changes in the sideslope at the water surface. Numerical solution tables for different parameters are presented. An example of design calculations is given.
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      Parabolic Canal Design and Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/26771
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    contributor authorAndrei P. Mironenko
    contributor authorLyman S. Willardson
    contributor authorS. Abdollah Jenab
    date accessioned2017-05-08T20:46:35Z
    date available2017-05-08T20:46:35Z
    date copyrightJune 1984
    date issued1984
    identifier other%28asce%290733-9437%281984%29110%3A2%28241%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26771
    description abstractAdvantages and disadvantages of the parabolic canals are described. Procedures are given for determining all design parameters for parabolic cross-sections. The changes in velocity, area and wetted perimeter depand on changes in the sideslope at the water surface. Numerical solution tables for different parameters are presented. An example of design calculations is given.
    publisherAmerican Society of Civil Engineers
    titleParabolic Canal Design and Analysis
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1984)110:2(241)
    treeJournal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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