Technical Papers
Mar 16, 2022

Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 6

Abstract

This study reexamines flow over a sharp-crested weir using computational fluid dynamics (CFD) to identify the optimal operating range under which the weir functions with accuracy as a free-flowing measurement device. A numerical parametric study was conducted for two separate channel and weir geometries under a range of flow rates resulting in different h/P values, where h is the elevation head over the weir crest, and P is the weir height. Analysis of velocity and pressure profiles over the weir revealed three distinct flow regimes: a high acceleration regime, an ideal operating regime, and a weir-inundated regime that may lead to submerged flow. The high acceleration regime correlates to flows with h/P<0.6, and the weir-inundated regime occurred when h/P>2.0. The ideal operating regime was found to occur in the range 0.6<h/P<2.0, where flow rate estimates using measurements of h are enhanced. These results are also consistent when considering how the discharge coefficient for the weir rating equation changes with h/P and highlight the need for caution in using empirical discharge coefficients over a broad range of h/P values.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Data used during this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the Colorado Agricultural Experiment Station under Grant No. COL00788.

References

Abd El-Hady Rady, R. M. 2011. “2D-3D modeling of flow over sharp-crested weirs.” J. Appl. Sci. Res. 7 (12): 2495–2505.
Ackers, P., W. R. White, J. A. Perkins, and A. J. Harrison. 1978. Weirs and flumes for flow measurement. New York: Wiley.
Altan-Sakarya, A. B., M. Kokpinar, and A. Duru. 2020. “Numerical modelling of contracted sharp-crested weirs and combined weir and gate systems.” Irrig. Drain. 69: 854–864. https://doi.org/10.1002/ird.2468.
An, S., P. Y. Julien, and S. K. Venayagamoorthy. 2012. “Numerical simulation of particle-driven gravity current.” Environ. Fluid Mech. 12 (6): 495–513. https://doi.org/10.1007/s10652-012-9251-6.
Aydin, I., A. B. Altan-Sakarya, and C. Sisman. 2011. “Discharge formula for rectangular sharp-crested weirs.” Flow Meas. Instrum. 22 (2): 144–151. https://doi.org/10.1016/j.flowmeasinst.2011.01.003.
Aydin, M. C., M. E. Emiroglu, and C. J. Miller. 2016. “Investigation of a sill effect on rectangular side-weir flow using CFD.” J. Irrig. Drain. Eng. 142 (2): 04015043. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000957.
Bagheri, S., and M. Heidarpour. 2010. “Flow over rectangular sharp-crested weirs.” Irrig. Sci. 28 (2): 173–179. https://doi.org/10.1007/s00271-009-0172-1.
Bilhan, O., M. C. Aydin, M. E. Emiroglu, and C. J. Miller. 2018. “Experimental and CFD analysis of circular labyrinth weirs.” J. Irrig. Drain. Eng. 144 (6): 04018007. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001301.
Bos, M. G. 1989. Discharge measurement structures: ILRI publication 20. 3rd revised ed. Wageningen, Netherlands: International Institute for Land Reclamation and Improvement.
Ferrari, A. 2010. “SPH simulation of free surface flow over a sharp-crested weir.” Adv. Water Resour. 33 (2010): 270–276. https://doi.org/10.1016/j.advwatres.2009.12.005.
Flow Science 2021. FLOW-3D user manual, release 12. Santa Fe, NM: Flow Science.
Gerhart, A. L., J. I. Hochstein, and P. M. Gerhart. 2021. Fundamentals of fluid mechanics. 9th ed. Hoboken, NJ: Wiley.
Hager, W. H. 2010. Wastewater hydraulics. 2nd ed. Berlin: Springer.
Hager, W. H., and M. Schwalt. 1994. “Broad-crested weir.” J. Irrig. Drain. Eng. 120 (1): 13–26. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:1(13).
Henderson, F. M. 1966. Open channel flow. New York: MacMillan.
Hirt, C. W. 1993. “Volume-fraction techniques: Power tool for wind engineering.” J. Wind Eng. Ind. Aerodyn. 46–47: 327–338. https://doi.org/10.1016/0167-6105(93)90298-3.
Hirt, C. W., and B. D. Nichols. 1981. “Volume of fluid (VOF) method for the dynamics of free boundaries.” J. Comput. Phys. 39 (1): 201–225. https://doi.org/10.1016/0021-9991(81)90145-5.
Johnson, M. C. 2000. “Discharge coefficient analysis for flat-topped and sharp-crested weirs.” Irrig. Sci. 19 (3): 133–137. https://doi.org/10.1007/s002719900009.
Kindsvater, C. E., and R. W. Carter. 1957. “Discharge characteristics of rectangular thin-plate weirs.” J. Hydraul. Div. 83 (1): 1–36. https://doi.org/10.1061/JYCEAJ.0000142.
King, H. W., F. A. Nagler, A. Streiff, R. L. Parshall, W. S. Pardoe, R. E. Ballester, G. S. Williams, T. Rehbock, E. G. W. Lindquist, and C. Herschel. 1929. “Discussion of precise weir measurements by Ernest W. Schoder and Kenneth B. Turner.” Trans. ASCE 93 (1): 1111–1178. https://doi.org/10.1061/TACEAT.0004045.
Mahdavi, A., and N. Shahkarami. 2020. “SPH analysis of free surface flow over pivot weirs.” KSCE J. Civ. Eng. 24 (4): 1183–1194. https://doi.org/10.1007/s12205-020-0095-1.
Mahtabi, G., and H. Arvanaghi. 2018. “Experimental and numerical analysis of flow over a rectangular full-width sharp-crested weir.” Water Sci. Eng. 11 (1): 75–80. https://doi.org/10.1016/j.wse.2018.03.004.
McNown, J. S., E. Y. M. Hsu, and C. S. Yih. 1955. “Applications of the relaxation technique in fluid mechanics.” Trans. ASCE 120 (1): 650–699. https://doi.org/10.1061/TACEAT.0007201.
Qu, J., A. S. Ramamurthy, R. Tadayon, and Z. Chen. 2009. “Numerical simulation of sharp-crested weir flows.” Can. J. Civ. Eng. 36 (9): 1530–1534. https://doi.org/10.1139/L09-067.
Rajaratnam, N., and D. Muralidhar. 1971. “Pressure and velocity distribution for sharp-crested weirs.” J. Hydraul. Res. 9 (2): 241–248. https://doi.org/10.1080/00221687109500348.
Ramamurthy, A. S., U. S. Tim, and M. V. J. Rao. 1987. “Flow over sharp-crested plate weirs.” J. Irrig. Drain. Eng. 113 (2): 163–172. https://doi.org/10.1061/(ASCE)0733-9437(1987)113:2(163).
Saadatnejadgharahassanlou, H., R. I. Zeynali, A. Gharehbaghi, S. Mehdizadeh, and B. Vaheddoost. 2020. “Three dimensional flow simulation over a sharp-crested V-notch weir.” Flow Meas. Instrum. 71 (2020): 101684. https://doi.org/10.1016/j.flowmeasinst.2019.101684.
Tracy, H. J. 1957. Vol. 397 of Discharge characteristics of broad-crested weirs. Washington, DC: US Dept. of the Interior, Geological Survey.
Zhou, J., C. Cenedese, T. Williams, M. Ball, S. K. Venayagamoorthy, and R. Nokes. 2017. “On the propagation of gravity currents over and through a submerged array of circular cylinders.” J. Fluid Mech. 831 (Nov): 394–417. https://doi.org/10.1017/jfm.2017.604.
Zhou, J., and S. K. Venayagamoorthy. 2019. “Near-field mean flow dynamics of a cylindrical canopy patch suspended in deep water.” J. Fluid Mech. 831 (Jan): 394–417. https://doi.org/10.1017/jfm.2017.604.
Zhou, J., and S. K. Venayagamoorthy. 2020. “Impact of ambient stable stratification on gravity currents propagating over a submerged canopy.” J. Fluid Mech. 898 (Sep): A15. https://doi.org/10.1017/jfm.2020.418.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 148Issue 6June 2022

History

Received: May 26, 2021
Accepted: Nov 5, 2021
Published online: Mar 16, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 16, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Joseph M. Sinclair [email protected]
Graduate Research Assistant, Environmental Fluid Mechanics Laboratory, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523-1372. Email: [email protected]
S. Karan Venayagamoorthy, Ph.D., A.M.ASCE https://orcid.org/0000-0001-7895-4144 [email protected]
Professor, Environmental Fluid Mechanics Laboratory, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523-1372 (corresponding author). ORCID: https://orcid.org/0000-0001-7895-4144. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523-1372. ORCID: https://orcid.org/0000-0003-4702-4395. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • A Novel and Enhanced Calibration of the Tilting Weir as a Flow Measurement Structure, Journal of Hydraulic Engineering, 10.1061/JHEND8.HYENG-13796, 150, 2, (2024).
  • Theoretical Correction of Viscosity Coefficient Measurement by Falling Ball Method, International Transactions on Electrical Energy Systems, 10.1155/2022/3897120, 2022, (1-12), (2022).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share