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    Flow Rate Sensitivity due to Parshall Flume Staff Gauge Location and Entrance Wing Wall Configuration

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    Bryan J. Heiner
    ,
    Steven L. Barfuss
    ,
    Michael C. Johnson
    DOI: 10.1061/(ASCE)IR.1943-4774.0000274
    Publisher: American Society of Civil Engineers
    Abstract: Parshall flume tests were conducted to determine the sensitivity on indicated flow rate resulting from improperly located staff gauges and differing entrance conditions to the flume. An acrylic 2 ft (61 cm) Parshall flume was constructed to specified design dimensions and installed level in an 8 ft (243.8 cm) wide testing flume at the Utah Water Research Laboratory. Multiple stilling wells and two sliding point gauges were used to determine the head measurements from stilling well ports and water surface elevations along the wall and down the center of the converging approach section of the flume for multiple flow rates. The recommended radius wingwall, a 45° wingwall and no wingwall were also tested with and without offsets at the entrance to the flume. The laboratory tests indicated that head measurements taken at locations other than the location specified by Parshall
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      Flow Rate Sensitivity due to Parshall Flume Staff Gauge Location and Entrance Wing Wall Configuration

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/65168
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    contributor authorBryan J. Heiner
    contributor authorSteven L. Barfuss
    contributor authorMichael C. Johnson
    date accessioned2017-05-08T21:52:50Z
    date available2017-05-08T21:52:50Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29ir%2E1943-4774%2E0000302.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65168
    description abstractParshall flume tests were conducted to determine the sensitivity on indicated flow rate resulting from improperly located staff gauges and differing entrance conditions to the flume. An acrylic 2 ft (61 cm) Parshall flume was constructed to specified design dimensions and installed level in an 8 ft (243.8 cm) wide testing flume at the Utah Water Research Laboratory. Multiple stilling wells and two sliding point gauges were used to determine the head measurements from stilling well ports and water surface elevations along the wall and down the center of the converging approach section of the flume for multiple flow rates. The recommended radius wingwall, a 45° wingwall and no wingwall were also tested with and without offsets at the entrance to the flume. The laboratory tests indicated that head measurements taken at locations other than the location specified by Parshall
    publisherAmerican Society of Civil Engineers
    titleFlow Rate Sensitivity due to Parshall Flume Staff Gauge Location and Entrance Wing Wall Configuration
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000274
    treeJournal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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