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    Using Numerical Modeling to Correct Flow Rates for Submerged Montana Flumes

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author:
    Ryan P. Willeitner
    ,
    Steven L. Barfuss
    ,
    Michael C. Johnson
    DOI: 10.1061/(ASCE)IR.1943-4774.0000576
    Publisher: American Society of Civil Engineers
    Abstract: A Parshall flume is a common device for measuring open-channel flows. Some Parshall flumes, however, have been modified or constructed without a downstream diverging section. A Parshall flume that does not have its divergent section is known as a Montana flume. Both physical modeling and computational fluid dynamics (CFD), or numerical modeling, have been utilized to assess the accuracy of and calibrate Montana flumes. Montana flumes under free-flow conditions operate similarly to Parshall flumes and, therefore, share the same rating curves. However, Montana flumes that operate under submerged conditions can deviate by as much as 15% from equations used to correct the submerged Parshall flume flow rate. The research summarized in this paper illustrates comparable results between numerical and physical modeling tests performed on a 6-in. (15.2-cm) submerged Montana flume. In addition, with the numerical model calibrated to the physical model, the same numerical procedure is used to expand testing to other sized Montana flumes under submergence. Accordingly, nine sizes of Montana flumes are numerically simulated between 6 in. (15.2 cm) and 8 ft (2.44 m). Subsequently, correction factors are created in each case for each Montana flume under submerged conditions and the application of the factors is demonstrated.
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      Using Numerical Modeling to Correct Flow Rates for Submerged Montana Flumes

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    • Journal of Irrigation and Drainage Engineering

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    contributor authorRyan P. Willeitner
    contributor authorSteven L. Barfuss
    contributor authorMichael C. Johnson
    date accessioned2017-05-08T21:53:25Z
    date available2017-05-08T21:53:25Z
    date copyrightJuly 2013
    date issued2013
    identifier other%28asce%29ir%2E1943-4774%2E0000610.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65492
    description abstractA Parshall flume is a common device for measuring open-channel flows. Some Parshall flumes, however, have been modified or constructed without a downstream diverging section. A Parshall flume that does not have its divergent section is known as a Montana flume. Both physical modeling and computational fluid dynamics (CFD), or numerical modeling, have been utilized to assess the accuracy of and calibrate Montana flumes. Montana flumes under free-flow conditions operate similarly to Parshall flumes and, therefore, share the same rating curves. However, Montana flumes that operate under submerged conditions can deviate by as much as 15% from equations used to correct the submerged Parshall flume flow rate. The research summarized in this paper illustrates comparable results between numerical and physical modeling tests performed on a 6-in. (15.2-cm) submerged Montana flume. In addition, with the numerical model calibrated to the physical model, the same numerical procedure is used to expand testing to other sized Montana flumes under submergence. Accordingly, nine sizes of Montana flumes are numerically simulated between 6 in. (15.2 cm) and 8 ft (2.44 m). Subsequently, correction factors are created in each case for each Montana flume under submerged conditions and the application of the factors is demonstrated.
    publisherAmerican Society of Civil Engineers
    titleUsing Numerical Modeling to Correct Flow Rates for Submerged Montana Flumes
    typeJournal Paper
    journal volume139
    journal issue7
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000576
    treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 007
    contenttypeFulltext
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