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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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