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    Comparison of Open Channel Constriction Ratings

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Abbas A. Fiuzat
    ,
    Gaylord V. Skogerboe
    DOI: 10.1061/(ASCE)0733-9429(1983)109:12(1589)
    Publisher: American Society of Civil Engineers
    Abstract: Among the few equations suggested for calculating the discharge or the backwater due to open channel constrictions, the submerged flow method provides a promising approach. In other studies reported earlier, the submerged flow method had been compared to other methods using the same set of data for both calibration and verification of the equation. In this study, two sets of data collected in two independent laboratory studies have been utilized. The first set has been used to calibrate the submerged flow equation, while the second set has been utilized to verify the calibrations. Furthermore, the submerged flow equation was compared with other methods suggested by earlier investigators for the same set of data. The results showed very consistent discharge estimation by the submerged flow method.
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      Comparison of Open Channel Constriction Ratings

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    contributor authorAbbas A. Fiuzat
    contributor authorGaylord V. Skogerboe
    date accessioned2017-05-08T20:38:23Z
    date available2017-05-08T20:38:23Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A12%281589%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22017
    description abstractAmong the few equations suggested for calculating the discharge or the backwater due to open channel constrictions, the submerged flow method provides a promising approach. In other studies reported earlier, the submerged flow method had been compared to other methods using the same set of data for both calibration and verification of the equation. In this study, two sets of data collected in two independent laboratory studies have been utilized. The first set has been used to calibrate the submerged flow equation, while the second set has been utilized to verify the calibrations. Furthermore, the submerged flow equation was compared with other methods suggested by earlier investigators for the same set of data. The results showed very consistent discharge estimation by the submerged flow method.
    publisherAmerican Society of Civil Engineers
    titleComparison of Open Channel Constriction Ratings
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:12(1589)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
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