Technical Notes
Jan 11, 2013

Using Numerical Modeling to Correct Flow Rates for Submerged Montana Flumes

Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 7

Abstract

A Parshall flume is a common device for measuring open-channel flows. Some Parshall flumes, however, have been modified or constructed without a downstream diverging section. A Parshall flume that does not have its divergent section is known as a Montana flume. Both physical modeling and computational fluid dynamics (CFD), or numerical modeling, have been utilized to assess the accuracy of and calibrate Montana flumes. Montana flumes under free-flow conditions operate similarly to Parshall flumes and, therefore, share the same rating curves. However, Montana flumes that operate under submerged conditions can deviate by as much as 15% from equations used to correct the submerged Parshall flume flow rate. The research summarized in this paper illustrates comparable results between numerical and physical modeling tests performed on a 6-in. (15.2-cm) submerged Montana flume. In addition, with the numerical model calibrated to the physical model, the same numerical procedure is used to expand testing to other sized Montana flumes under submergence. Accordingly, nine sizes of Montana flumes are numerically simulated between 6 in. (15.2 cm) and 8 ft (2.44 m). Subsequently, correction factors are created in each case for each Montana flume under submerged conditions and the application of the factors is demonstrated.

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References

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 7July 2013
Pages: 586 - 592

History

Received: Mar 9, 2012
Accepted: Jan 9, 2013
Published online: Jan 11, 2013
Published in print: Jul 1, 2013

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Authors

Affiliations

Ryan P. Willeitner [email protected]
Water Resources Engineer, CH2M Hill, 215 South State St., Suite 1000, Salt Lake City, UT 84111 (corresponding author). E-mail: [email protected]
Steven L. Barfuss [email protected]
M.ASCE
Research Assistant Professor, Utah State Univ., Dept. of Civil Engineering, Utah Water Research Laboratory, 8200 Old Main Hill, Logan, UT 84322. E-mail: [email protected]
Michael C. Johnson [email protected]
M.ASCE
Research Assistant Professor, Utah State Univ., Dept. of Civil Engineering, Utah Water Research Laboratory, 8200 Old Main Hill, Logan, UT 84322. E-mail: [email protected]

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