Design of an Experimental Setup for Free Surface Vortex at Intakes (Including a Review on the Constructed Laboratory Models)

Document Type : Research Paper

Authors

Department of Civil Engineering, Hakim Sabzevari University, Sabzevar, Iran.

Abstract

In this study, the laboratory design and construction including: hydraulic, structure and water circulation system of a model for free surface vortex studies at intakes are described in details. Design parameters are considered based on the intake diameter (D) and Froude number (Fr). In order to avoid the scale effects due to the effect of viscosity (υ) and surface tension (σ) in vortex modelling, most criteria are extracted and considered from the previous experimental studies. In structural design of the reservoir and other its components, both stability and construction costs were considered. In order to provide proper visual observation, lighting and imaging; as far as possible, the walls and floor of the reservoir were made of 10mm thick glass. The water circulation system including energy dissipater balls, separator wall, horizontal and vertical intake, butterfly valve, pipe, bend, multiple branch pipe, expansions and contractions, inverter, pump and electromotor, allows formation of vortices at different flow rates and depths and also can keep the water surface at a certain depth. Finally, by considering all design parameters, a rectangular tank with width of 1300mm, length of 2000mm and height of 1500mm was constructed.

Keywords


  1. Knauss J (1987). Swirling flow problems at intakes, Hydraulic Structures Design Manual 1. A.A., IAHR, Balkema, Rotterdam.
  2. Naderi V, Gaskin S (2018). A 3D study of an intake air-core vortex structure using PIV & flow visualization. In: Bung, D., Tullis, B., eds., Proceedings of 7th IAHR International Symposium on Hydraulic Structures. IAHR, Aachen.
  3. Sarkardeh H, Zarrati AR, Roshan R (2010). Effect of intake head wall and trash rack on vortices, J. Hydraulic Research, 48(1): 108–112.
  4. Anwar HO, Weller JA, Amphlett MB (1978). Similarity of Free Vortex at Horizontal Intake, J. Hydraulic Research, 2: 95-105.
  5. Jain AK, Raju KGR, Garde RJ (1978). Vortex Formation at Vertical Pipe Intake, J. Hydraulic Engineering, 100(10): 1427-1445.
  6. May R, Willoughby IR (1990). Performance of Vortex Inhibitors for Reservoir Intakes, Rep. Hydraulics Research in Wallingford, England.
  7. Khodashenas SR, Roshan R, Sarkardeh H, Azamatullah H (2010). Vortex study at orifice spillways of Karun 3 Dam, J. Dam Eng. 11:131–143
  8. Jorabloo M, Abdolahpour M, Roshan R, Sarkardeh H (2011). A techno-economical view on energy losses at hydropower dams (case study of Karun III Dam and Hydropower Plant). Comput Methods Multiphase Flow VI 70:253
  9. Sarkardeh H (2017). Minimum reservoir water level in hydropower dams. Chin J Mech Eng 30(4):1017–1024
  10. Khanarmuei MR, Rahimzadeh H, Sarkardeh H (2019). Effect of dual intake direction on critical submergence and vortex strength, J. Hydraulic Research
  11. Sarkardeh H, Jabbari E, Zarrati AR, Tavakkol S (2014). Velocity field in a reservoir in the presence of an air-core vortex. Proc Inst Civ Eng Water Manag 167(6):356–364
  12. Taghvaei SM, Roshan R, Safavi K, Sarkardeh H (2012). Anti-vortex structures at hydropower dams. Int J Phys Sci 7(28):5069–5077
  13. Azarpira M, Sarkardeh H, Tavakkol S, Roshan R, Bakhshi H (2014). Vortices in dam reservoir: a case study of Karun III dam. Sadhana 39(5):1201–1209.
  14. Monshizadeh M, Tahershamsi A, Rahimzadeh H, Sarkardeh H (2017). Vortex dissipation using a hydraulic-based antivortex device at intakes. Int J Civ Eng.
  15. Tahershamsi A, Rahimzadeh H, Monshizadeh M, Sarkardeh H (2018). A new approach on anti-vortex devices at water intakes including a submerged water jet. Eur Phys J Plus 133(4):143.
  16. Khanarmuei MR, Rahimzadeh H, Kakuei AR, Sarkardeh H (2016). Effect of vortex formation on sediment transport at dual pipe intakes. Sadhana 41(9):1055–1061.
  17. Travis Q, Mays L (2011). Prediction of intake vortex risk by nearest neighbors modeling. ASCE Journal of Hydraulic Engineering 137(6), 701–705.
  18. Yildirim N, Eyupoglu A, Tastan K (2012). Critical submergence for dual rectangular intakes. ASCE Journal of Energy Engineering 138(4): 237–245.
  19. Sarkardeh H, Marosi M (2022). "An analytical model for vortex at vertical intakes." Water Supply1: 31-43.‏
  20. Pakdel E, Majd Tabatabaei MR, Sarkardeh H (2020). Elimination of vortices by wave generation as a hydraulic anti-vortex method. Journal of the Brazilian Society of Mechanical Sciences and Engineering11: 1-14.‏
  21. Wang Yk, Chun-bo J, Dong-fang L (2010). Investigation of air-core vortex at hydraulic intakes. Journal of Hydrodynamics1: 673-678.‏
  22. Aghajani N, Karami H, Mousavi S F, Sarkardeh H. Experimental study of the effect of the trashrack on the vortex at the intake of the hydroelectric power plants in various flow rates and submergence depths. Iranian Dam and Hydroelectric Powerplant. 2019; 6 (21) :49-62
  23. Mulligan S, Casserly J, Sherlock R (2016). Effects of geometry on strong free-surface vortices in subcritical approach flows. J Hydraul Eng. https ://doi.org/10.1061/(ASCE)HY.1943-7900.00011 94
  24. Amiri SM, Zarrati AR, Roshan R and Sarkardeh H (2011). Surface vortex prevention at power intakes by horizontal plates.Proceedings of the Institution of Civil Engineers – Water Management 164(4): 193–200.
  25. Camnasio E, Orsi E and Schleiss AJ (2011). Experimental study of velocity fields in rectangular shallow reservoirs. Journal of Hydraulic Research 49(3): 352–358.
  26. Suerich-Gulick F, Gaskin S, Villeneuve M, Parkinson É (2014a). Characteristics of free surface vortices at low-head hydropower intakes. J. Hydraul. Eng.
  27. Suerich-Gulick F, Gaskin S, Villeneuve M, Parkinson É (2014c). Free surface intake vortices: Theoretical model and measurements. J. Hydraul. Res., 52(4), 502–512.
  28. Monshizadeh M, Tahershamsi A, Rahimzadeh H, Sarkardeh H (2017). Comparison between hydraulic and structural based anti-vortex methods at intakes. The European Physical Journal Plus, 132(8), 291.
  29. Hite JE, Mih W (1994). Velocity of Air-Core Vortices at Hydraulic Intakes, J. Hydraulic Engineering, 120(3):284-297.
  30. Constantinescu GS, Patel VC (1998). Numerical model for simulation of pump-intake flow and vortices. J Hydraulic Engineering, 124(2), 123-134.
  31. Hashemi Marghzar SH, Montazerin N, Rahimzadeh H (2003). Flow field, turbulence and critical condition at a horizontal water intake, Proc. Inst. Mechanical Engineers, Part A: Power and Energy, 217(1): 53-62.
  32. Moller G, Detert M, Boes RM (2015). Vortex-induced air entrainment rates at intakes. ASCE J Hydraul Eng 141(11):1–8.
  33. Tastan K, Yildirim N (2014). Effects of Froude, Reynolds, and Weber numbers on an air-entraining vortex. J. Hydraul. Res., 52(3), 421–425.
  34. Suerich-Gulick F, Gaskin S, Villeneuve M, Parkinson É (2014b). Free surface intake vortices: Scale effects due to surface tension and J. Hydraul. Res., 52(4), 513–522.
  35. Parvaresh A, Ghiassi R (2015). Effect of side-wall on inclined intake vortices. E-proceedings of the 36th IAHR World Congress.‏
  36. Sun H, Liu Y (2015). Theoretical and experimental study on the vortex at hydraulic intakes. J Hydraulic Research 53.6: 787-796.‏
  37. Khanarmuei MR, Rahimzadeh H, Sarkardeh H (2014). Investigating the effect of intake withdrawal direction on critical submergence and strength of vortices. Modares Mechanical Engineering, 14(10), 35–42 (in Persian).
  38. Vaghefi M, Akbari M (2019). A procedure for setting up a 180-degree sharp bend flume including construction and examinations with hydraulic structures. Scientia Iranica. Transaction A, Civil Engineering6: 3165-3180.‏
  39. White FM, Majdalani J (2006). Viscous fluid flow. Vol. 3. New York: McGraw-Hill.‏