Technical Notes
Jun 15, 2012

Montana Flume Flow Corrections under Submerged Flow

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Publication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 7

Abstract

A Montana flume is a Parshall flume without a diverging downstream section and is used to measure open channel flow. Under free-flow conditions, the Parshall flume and the Montana flume have the same calibration characteristics, but under submerge flows, their calibrations significantly differ. Tests were conducted at the Utah Water Research Laboratory on an acrylic 15.2-cm (6-in.) Montana flume to determine the effects of submergence on the flow readings. This type of investigation has not been previously analyzed. It was found that a standard Parshall flume rating curve overpredicted flow rates in the submerged Montana flume, up to 48%. Parshall submergence corrections were applied to the submerged Montana flume, and flow rates were underpredicted by up to 19%. This study has developed submerged flow rate correction factors specifically for a Montana flume, and the paper also demonstrates how to apply the corrections.

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References

Abt, S. R., Cook, C., Staker, K. J., and Johns, D. D. (1992). “Small Parshall flume rating correction.” J. Hydraul. Eng.JHEND8, 118(5), 798–803.
Blaisdell, F. W. (1994). “Results of Parshall flumes tests.” J. Irrig. Drain. Eng.JIDEDH, 120(2), 278–291.
Heiner, B. J. (2009). “Parshall flume staff gauge location and entrance wingwall discharge calibration corrections.” M.S. thesis, Utah State Univ., Logan, UT.
Heiner, B. J., Barfuss, S. L., and Johnson, M. C. (2011). “Flow rate sensitivity due to Parshall flume staff gauge location and entrance wing wall configuration.” J. Irrig. Drain. Eng.JIDEDH, 137(2), 94–101.
Parshall, R. L. (1936). “The Parshall measuring flume.” Bulletin No. 423, Agricultural Experiment Station, Colorado Agricultural College, Fort Collins, CO.
Skogerboe, G. V., Hyatt, M. L., England, J. D., and Johnson, J. L. (1967). “Design and calibration of submerged open channel flow measurement structures. Part 2: Parshall flumes.” Rep. WG31-3, Utah Water Research Labratory, Utah State Univ., Logan, UT.
Torres, A. F., and Merkley, G. P. (2008). “Cutthroat measurement flume calibration for free and submerged flow using a single equation.” J. Irrig. Drain. Eng.JIDEDH, 134(4), 521–526.
U. S. Dept. of the Interior, Bureau of Reclamation (USBR). (2001). Water measurement manual, 3rd Ed., U.S. Government Printing Office, Washington, DC.
Wright, S. J., and Taheri, B. (1990). “Limitations to standard Parshall flume calibrations.” Proc., National Conf. on Hydraulic Engineering, ASCE, Reston, VA, 915–920.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 138Issue 7July 2012
Pages: 685 - 689

History

Received: Feb 23, 2011
Accepted: Nov 15, 2011
Published online: Jun 15, 2012
Published in print: Jul 1, 2012

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Authors

Affiliations

Ryan P. Willeitner, A.M.ASCE [email protected]
M.S.
Graduate Research Assistant, Utah State Univ., 215 South State St., Suite 1000, Salt Lake City, UT 84010 (corresponding author). E-mail: [email protected]
Steven L. Barfuss, M.ASCE [email protected]
P.E.
Research Associate Professor, Utah State Univ., Dept. of Civil Engineering, UT Water Research Laboratory, 8200 Old Main Hill, Logan, UT 84322. E-mail: [email protected]
Michael C. Johnson, M.ASCE [email protected]
P.E.
Research Associate Professor, Utah State Univ., Dept. of Civil Engineering, UT Water Research Laboratory, 8200 Old Main Hill, Logan, UT 84322. E-mail: [email protected]

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