Technical Notes
Aug 10, 2018

Experimental Study on Flow Measurement in Corrugated Metal Pipes Used in Irrigation Turnouts

Publication: Journal of Irrigation and Drainage Engineering
Volume 144, Issue 10

Abstract

An innovative measurement system using submerged ultrasonic Doppler velocimetry (SUDV) has been adopted by the Lower Neches Valley Authority (LNVA) in Texas to measure flow velocity in corrugated metal pipes of an irrigation turnout. However, a 20% error in flow rate has been found due to the corrugation feature of the pipe. The objective of this study is to determine the correction coefficient by comparing the measured flow velocity with that measured using SUDV under full pipe flow conditions. The physical model is set up with inflow controlled by a sluice gate, passing through three chambers in series with two combinations of pipe sizes (61, 76, and 61 cm, and 91, 76, and 61 cm), which then flows through the last chamber and discharges water over a weir into a channel. Experimental results show an average velocity correction coefficient of 0.824 is satisfied for all pipe sizes evaluated in the experiment, with R2=0.9898. The SUDVs in LNVA irrigation turnouts have been programmed with the correction coefficient to improve flow measurement accuracy for better water use management planning.

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Acknowledgments

The authors are grateful for the partial support of this study by National Science Foundation under Grant No. CNS-1427838. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation.

References

Bos, M. G. 1989. Discharge measurement structures. Delft, Netherlands: Delft Hydraulic Laboratory.
Clunie, T. M., V. I. Mikora, S. E. Coleman, H. Friedrich, and B. W. Melville. 2007. “Flow measurement using flying ADV probes.” J. Hydraul. Eng. 133 (12): 1345–1355. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:12(1345).
Heiner, B., S. L. Barfuss, and M. C. Johnson. 2011. “Conditional assessment of flow measurement accuracy.” J. Irrig. Drain. Eng. 137 (6): 367–374. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000309.
Houghtalen, R. J., A. O. Akan, and N. H. V. Hwang. 1996. Fundamentals of hydraulic engineering systems. 4th ed. Upper Saddle River, NJ: Pearson Education.
Irwin, R. W. 1984. “Corrugated pipe flow rater from pipe geometry.” J. Irrig. Drain. Eng. 110 (2): 237–241. https://doi.org/10.1061/(ASCE)0733-9437(1984)110:2(237).
Stoker, D. M., S. L. Barfuss, and M. C. Johnson. 2012. “Ultrasonic flow measurement for pope installations with nonideal conditions.” J. Irrig. Drain. Eng. 137 (11): 993–998. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000486.
von Karman, T. 1930. “Mechanical similitude and turbulence.” In Vol. 1 of Proc., 3rd Int. Congress for Applied Mechanics. Stockholm, Sweden: Sveriges Litografiska Tryckerier.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 144Issue 10October 2018

History

Received: Jun 16, 2017
Accepted: May 25, 2018
Published online: Aug 10, 2018
Published in print: Oct 1, 2018
Discussion open until: Jan 10, 2019

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Authors

Affiliations

Qin Qian, Ph.D., Aff.M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Lamar Univ., Beaumont, TX 77710 (corresponding author). Email: [email protected]
Anthony Dundee [email protected]
Graduate Engineer, Freese and Nichols, Inc., 10497 Town and County Way, Suite 600, Houston, TX 77024. Email: [email protected]
Heath Thompson, A.M.ASCE [email protected]
P.E.
Professional Engineer, Lower Neches Valley Authority, 7850 Eastex Fwy, Beaumont, TX 77708. Email: [email protected]

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