TECHNICAL NOTES
Feb 1, 1988

Submerged Flow Characteristics of Throatless Flume

Publication: Journal of Irrigation and Drainage Engineering
Volume 114, Issue 1

Abstract

The submerged flow discharge characteristics of throatless flumes are derived on the basis of a semi‐empirical analysis. A pressure correction factor is determined experimentally to account for the non‐hydrostatic pressure distribution at the throat section of the flume which acts as a control. This factor is incorporated in the governing equation which is developed on the basis of momentum principles. Both the present and the previously published experimental data are used to validate the expressions developed for the discharge passing through the flume. The data are presented as design charts which can be used to determine the discharge passing through the flume for free flow and submerged flow conditions. Under free flow conditions, considerable head losses occur in the expanding section of the flume. Consequently, if conservation of head is an important criteria, the use of the throatless flume under submerged flow conditions is recommended.

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References

1.
Ackers, P., et al. (1978). “Weirs and flumes for flow measurement,” John Wiley and Sons, Ltd., New York, N.Y.
2.
Ballofet, A. (1984). Discussion of “Cut throat flume characteristics” by Robert J. Keller, J. Hydr. Engrg., ASCE, 110(9).
3.
Bennett, R. S. (1972). “Cutthroat flume discharge relations,” thesis presented to Colorado State University, at Fort Collins, Colorado, in partial fulfillment of the requirements for the degree of Master of Science.
4.
Bos, M. G. (1976). Discharge measurement structures, Int. Inst. for Land Reclamation and Improvement/ILRI, Wageningen, The Netherlands.
5.
Bradshaw, P. (1970). Experimental Fluid Mechanics, Pergamon Press, New York, N.Y.
6.
Chow, V. T. (1959). Open‐channel hydraulics, McGraw‐Hill Book Co., New York, N.Y.
7.
Keller, R. J. (1981). “Scale effect in model studies of cut‐throat flumes,” Paper No. 5, XIX Int. Assoc. of Hydr. Res. Congress, New Delhi, India.
8.
Keller, R. J. (1984). “Cut‐throat flume characteristics,” J. Hyd. Div., 110(9), 1248–1263.
9.
McCorquodale, J. A., and Khalifa, A. M. (1980). “Submerged radial hydraulic jump,” J. Hyd. Div., ASCE, 106(3), March, 355–367.
10.
Ramamurthy, A. S., Rao, M. V. J., and Dev, Auckle (1985). “Free Flow Discharge characteristics of Throatless flumes,” J. Irrig. and Drain Div., ASCE, 111(1), March, 65–75.
11.
Skogerboe, G. V., and Hyatt, M. L. (1967). “Rectangular cut‐throat flumes,” J. Irrig. and Drain Div., ASCE, 98(4), 569–583.
12.
Skogerboe, G. V., Bennett, R. S., and Walter, W. R. (1972). “Generalized discharge relations for cut‐throat flumes,” J. Irrig. and Drain. Div., ASCE, 98(4), 569–583.
13.
Vo, N. D. (1986). “Discharge characteristics of throatless flumes under submerged conditions.” Thesis presented Concordia University, at Montreal, Canada, in partial fulfillment of the requirements for the degree of Master of Engineering.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 114Issue 1February 1988
Pages: 186 - 194

History

Published online: Feb 1, 1988
Published in print: Feb 1988

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Authors

Affiliations

Amruther S. Ramamurthy, Member, ASCE
Professor, Dept. of Civil Engineering, Concordia University, 1455 De Maisonneuve Blvd. West, Montréal, H3G 1M8, Canada
Ngoc Diep Vo
Graduate Student, Dept. of Civil Engineering, Concordia University, Montréal, H3G 1M8, Canada
R. Balachandar
Graduate Student, Dept. of Civil Engineering, Concordia University, Montréal, H3G 1M8, Canada

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