International Journal of Applied Science and Engineering
Published by Chaoyang University of Technology

Mohammad Akram Saadi AL-Dabbagh1*, Abdullah Ahmed Shekho1, Mehmet Ishak Yuce2, Dheyaa Ghanim Abdulrazzaq1

1 Northern Technical University, Mosul Technical Institute, Department of Water Resources Techniques, Mosul, Iraq

2 Gaziantep University, Civil Engineering Department, Gaziantep, Turkey


 

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ABSTRACT


Cylindrical weirs are one of the most commonly employed hydraulic structures to measure flow, compare to other types of the same width they pass larger discharge. This paper presents an experimental work together with a CFD simulation to study the effects of the geometric characteristics of a cylindrical weir and a ramp placed upstream or downstream of the same weir on the discharge coefficient. Three different weir diameters and three ramp angles under three different discharges were utilized. The results show that the geometric characteristics represented by the diameter of the weir affects the discharge coefficient when there is no ramp. The discharge coefficient was observed to decrease as the slope of the upstream ramp was increased, however as the slope of the downstream ramp was increased the discharge coefficient was noted to increase. A mathematical relationship was developed in order to calculate the discharge of flow passes over the cylindrical weir depending on its diameter.


Keywords: Cylindrical weir, Overflow, Upstream ramp, Downstream ramp discharge coefficient, CFD.


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REFERENCES


  1. Al-Babely, E.A. 2012. Behavior of the discharge coefficient for the overflow characteristics of oblique circular weirs. Tikrit Journal of Engineering Sciences, 19, 55–64.

  2. AL-Dabbagh, M.A., AL-Zubaidy, S.D. 2018. Evaluation of flow behavior over broad-crested weirs of a triangular cross-section using CFD techniques. The Eurasia Proceedings of Science, Engineering & Mathematics (EPSTEM), 361–367.

  3. AL-Dabbagh, M.A., Al-Babely, E.A., AAl-Muhammad, A.A. 2011. Overflow characteristic of cylindrical shape crest weirs over horizontal bed. Tikrit Journal of Engineering Sciences, 18, 29–39.

  4. Ali, M., Hasan, M., Haque, M. 2017. Two-dimensional simulation of flows in an open channel with groin-like structures by iRIC Nays2DH. Mathematical Problems in Engineering, 2017.

  5. Anwar, H.O. 1967. Inflatable dams. Journal of the Hydraulics Division, 93, 99–119.

  6. Chanson, H., Montes, J. 1998. Overflow characteristics of cylindrical weirs: Effects of inflow conditions. Journal of Irrigation & Drainage Engineering, ASCE, 124, 152–162.

  7. Chanson, H., Montes, J.S. 1997. Overflow characteristics of cylindrical weirs.

  8. Chanson, H. 1996. Some hydraulic aspects during overflow above inflatable flexible membrane dam (No. CH47/86). Department of Civil Engineering, University of Queensland.

  9. Chow, V.T. 1959. Open channel hydraulics. McGraw-Hill Book Co. Ltd., London.

  10. Humberto, A. 2009. Flow over a Sharp Crested weir. PhD. Thesis, University of Alabama, Department of Civil, Construction and Environmental Engineering, USA.

  11. Lopez Mejia, O.D., Mejia, O.E., Escorcia, K.M., Suarez, F., Laín, S. 2021. Comparison of sliding and overset mesh techniques in the simulation of a vertical axis turbine for hydrokinetic applications. Processes, 9, 1933.

  12. Manafpour, M., Ebrahimnezhadian, H. 2019. Investigating the effect of ramp geometry on the flow characteristics around under pressure tunnel aerator using openfoam open source software. Engineering, Technology & Applied Science Research, 9, 3705–3710.

  13. Mathew, G.D. 1963. On the influence of curvature, surface tension and viscosity on flow over round-crested weirs. Proceedings of the Institution of Civil Engineers, London, 25 511–524.

  14. Memon, A.A., ABBASI, H.U., ABBASI, A.F., ASAD, M. 2012. Modelling and simulation of flow around wind turbine blade by using actuator surface model. The Sindh University Research Journal (Science Series), 44, 695–698.

  15. Montes, J.S. 1964. On the influence of curvature, surface tension and viscosity on flow over round-crested weirs. Discussion. Proceedings of the Institution of Civil Engineers, London, 28 562–563.

  16. Ramamurthy, A.S., VO, N.D. 1993. Characteristics of circular-crested weir. Journal of Hydraulic Engineering, ASCE, 119, 1055–1062.

  17. Sarginson, E.J. 1984. Scale effects in model tests on weir. In Symposium on Scale Effects in Modelling Hydraulic Structures, Esslingen, Germany, 3, 1–4.

  18. Schleicher, W.C., Riglin, J.D., Kraybi, Z.A., Oztekin, A. 2013. Design and simulation of a micro hydrokinetic turbine. Proceedings of the 1st Marine Energy Technology Symposium METS13, Washington, D.C.

  19. Thabet, M.A., Mohammed, S.A. 2010. Calibrating the Discharge Coefficient of Semicircular Crested Weir. Engineering and Technology Journal, 28.

  20. Tokyay, T., Kurt, C. 2019. Application of VOF and k-ε turbulence model in simulation of flow over a bottom aerated ramp and step structure. Water SA, 45, 278–290.

  21. Verwoerd, A.L. 1941. Calcul du debit de deversoirsdenoyes et noyes a cretearrondie. L’Ingenieur des IndesNeerlandaises. (translated), 8, 65–78.

  22. Vo, N.D. 1992. Characteristics of Curvilinear Flow Past Circular-Crested Weirs. PhD. Thesis, Civil Engineering, Concordia University, Canada.

  23. White, Frank, 1998. Fluid Mechanics. University of Rhode Island, WCB McGraw-Hill, Fourth Edition.

  24. Yuanyuan X., Jingqi, Y., Jens-Uwe, R., Guenter, W. 2012. CFD study on liquid flow behavior on inclined flat plate focusing on effect of flow rate. Engineering Applications of Computational Fluid Mechanics, 6, 186–194.

  25. Yuce, M.I., Al-Babely, A.A.H., Al-Dabbagh, M.A. 2015. Flow simulation over oblique cylindrical weirs. Canadian Journal of Civil Engineering, 42, 389–407.


ARTICLE INFORMATION


Received: 2022-08-15
Revised: 2023-01-12
Accepted: 2023-02-13
Available Online: 2023-03-15


Cite this article:

AL-Dabbagh, M.A.S., Shekho, A.A., Yuce, M.I., Abdulrazzaq, D.G. Effects of upstream and downstream ramp on flow characteristics over a cylindrical weir. International Journal of Applied Science and Engineering, 20, 2022190. https://doi.org/10.6703/IJASE.202306_20(2).007

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