Supercritical Flow Measurement Using a Large Parshall Flume

被引:15
|
作者
Cox, Amanda L. [1 ]
Thornton, Christopher I. [1 ]
Abt, Steven R. [1 ]
机构
[1] Colorado State Univ, Dept Civil & Environm Engn, Engn Res Ctr, Ft Collins, CO 80523 USA
关键词
Flumes; Flow measurement; Critical flow; Parshall flume; Supercritical flow in flumes;
D O I
10.1061/(ASCE)IR.1943-4774.0000605
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
A full-prototype physical model was laboratory tested to determine a rating equation applicable to large Parshall flumes with supercritical flow. The experimental program was composed of a 1.5-m (5-ft.) Parshall flume configuration and included 11 tests with discharges up to (30.15 cfs) and Froude numbers varying from 0.67-1.31. The resulting 1.5-m (5-ft) Parshall flume data were compared to existing rating equations for predicting discharge in a Parshall flume with subcritical and supercritical flow. A new rating equation specific to supercritical flow in large Parshall flumes was developed. Further, an analysis was conducted, which determined that varying regression coefficients on an existing supercritical flow-rating equation also produced an accurate rating equation for large Parshall flumes. A convergence ratio was defined and used to determine the flow regime within the flume where the 1.5-m (5-ft) Parshall flume data, combined with previously-published small Parshall flume data, indicated three convergence ratio zones: (1)subcritical, (2)transition, and (3)supercritical. Guidance was provided for rating equation selection based on the convergence ratio zone and flume size. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:655 / 662
页数:8
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