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contributor authorChristopher I. Thornton
contributor authorBrian A. Smith
contributor authorSteven R. Abt
contributor authorMichael D. Robeson
date accessioned2017-05-08T21:52:26Z
date available2017-05-08T21:52:26Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%29ir%2E1943-4774%2E0000071.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64922
description abstractAn experimental program was conducted to determine if a Parshall flume, developed to accurately measure open-channel subcritical flow, could also be used to measure discharge in a supercritical flow regime. Fifteen experimental configurations were tested using two small Parshall flumes [6-in. (15.2-cm) and 9-in. (22.9-cm) crest width] with varying approach channel slopes, approach channel roughness, and flume convergence. It was determined that a single Parshall flume can be used to measure flow (within ±5%) for both supercritical and subcritical flow regimes for a specified range of flows. The original Parshall flume equation was then modified to incorporate crest width, channel slope, channel roughness, and convergence in the prediction algorithm. Unique expressions were developed for both supercritical and subcritical flow regimes to estimate the discharge. A single expression does not appear feasible for accurate discharge measurement for both flow regimes in a Parshall flume at this time.
publisherAmerican Society of Civil Engineers
titleSupercritical Flow Measurement Using a Small Parshall Flume
typeJournal Paper
journal volume135
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000014
treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005
contenttypeFulltext


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