A procedure for setting up a 180-degree sharp bend flume including construction and examinations with hydraulic structures

Document Type : Article

Authors

Department of Civil Engineering, Persian Gulf University, Shahid Mahini Street, Bushehr, P.O. Box: 75169-13817, Iran

Abstract

A laboratory flume in the hydraulics laboratory is necessary in order to investigate and model different hydraulic and hydrodynamic phenomena which govern the river. Hence, this article provides a description on construction and setting up a 180 degree flume, as the first 180 degree sharp bend flume containing multiple lateral intakes, in the Hydraulic Laboratory of Persian Gulf University, Iran. Also, employing the constructed flume, it includes a number of case studies which have been conducted on flow pattern. Such experiments utilized a Vectrino velocimeter in order to obtain the 3D flow velocity. As the primary stage, an experiment was conducted without any hydraulic structures installed at the bend so that flow characteristics could be analyzed in a 180 degree sharp bend. An increase was revealed in the secondary flow strength and velocity as a result of an increase in the flow depth. Therefore, it can result in an attack towards the outer wall. Consequently, a T-shaped spur dike was installed at the apex of the bend in order to provide protection for the outer wall against streams of high velocity, and a study of the flow pattern around the protective structure was conducted under clear water conditions.

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Main Subjects


References:
1. Chanson, H. The Hydraulics of Open Channel Flow, Arnold, London, England (1999).
2. Fiorot, G.H., Maciel, G.F., Cunha, E.F., and Kitano, C. "Experimental setup for measuring roll waves on laminar open channel 
ows", Flow Measurement and Instrumentation, 41, pp. 149-157 (2015).
3. Peakall, J., Ashworth, P., and Best, J. "Physical modelling in fluvial geomorphology: principles, applications and unresolved issues", In The Scientific Nature of Geomorphology, B.L. Rhoads, C.E. Thorn (Eds.) Wiley, New York, USA (1996).
4. Davinroy, R.D. "Physical sediment modeling of the Mississippi river on a micro scale", Dissertation, University of Missouri-Rolla, Missouri, USA (1994).
5. Armfield Inc. "Applied hydraulic and hydrology: Laboratory flumes and channels for hydraulic teaching and research", Engineering Teaching & Research Equipment, Armfield Ringwood, England (2004).
6. Brent, M. and Tom, G. "Physical hydraulic model proposal for US army corps of engineers Missouri river bend model", Report, U.S. Department of the Interior Bureau of Reclamation Technical Service Center Hydraulic Investigations and Laboratory Services Group Denver, Colorado, USA (2011).
7. Wahl, T.L. and Lentz, D.J. "Physical hydraulic modeling of canal breaches", Report, U.S. Department of the Interior Bureau of Reclamation Technical Service Center Hydraulic Investigations and Laboratory Services Group Denver, Colorado, USA (2011).
8. Abdolahpour, M., Yasi, M., Behmanesh, J., and Vaghefi, M. "Construction of a concrete bend channel as a hydraulic model", Advances in Natural and Applied Sciences, 5(1), pp. 34-40 (2011).
9. Calvo Gobbetti, L.E. "Design of the filling and emptying system of the new Panama Canal locks", Journal of Applied Water Engineering and Research, 1(1), pp. 28-38 (2013).
10. Visscher, J., Andersson, H.I., Barri, M., Didelle, H., Viboud, S., Sous, D., and Sommeria, J. "A new setup for PIV measurements in rotating turbulent duct flows", Flow Measurement and Instrumentation, 22, pp. 71-80 (2011).
11. Vatankhah, A.R. and Mahdavi, A. "Simplified procedure for design of long-throated flumes and weirs", Flow Measurement and Instrumentation, 26, pp. 79-84 (2012).
12. Ghodsian, M. and Vaghefi, M. "Experimental study on scour and  flow field in a scour hole around a T-shaped spur dike in a 90 degree bend", International Journal of Sediment Research, 24(2), pp. 145-158 (2009).
13. Fazli, M., Ghodsian, M., and Saleh Neyshabouri, S.A.A. "Scour and flow field around a spur dike in a 90 degree bend", International Journal of Sediment Research, 32(1), pp. 56-68 (2008).
14. Safarzadeh, A., Salehi Neyshabouri, S.A.A., Ghodsian, M., and Zarrati, A.R. "Experimental study of head shape effects on shear stress distribution around a single groyne", Proceedings of 5th International Conference on Fluvial Hydraulics (River Flow), Braunschweig, Germany, pp. 1-10 (2010).
15. Vaghefi, M., Ghodsian, M., and Salehi Neyshabori, S.A.A. "Experimental study on the effect of a TShaped spur dike length on scour in a 90 degree channel bend", Arabian Journal of Science and Engineering, 34(2), pp. 337-348 (2009).
16. Ghodsian, M., Vaghefi, M., and Salehi Neyshabouri, S.A.A. "Experimental study on scour around a Tshaped spur dike in a channel bend", Journal of Hydraulic Engineering, 138(5), pp. 471-474 (2012).
17. Vaghefi, M., Ghodsian, M., and Adib, A. "Experimental study on the effect of Froude number on temporal variation of scour around a T-shaped spur dike in a 90 degree bend", Applied Mechanics and Materials, 147, pp. 75-79 (2012).
18. Dehghani, A.A., Azamathulla, H.M., Hashemi Najafi, S.A., and Ayyoubzadeh, S.A. "Local scouring around L-head groynes", Journal of Hydrology, 504, pp. 125- 131 (2013).
19. Leschziner, M.A. and Rodi, W. "Calculation of strongly curved open channel  flow", Journal of the Hydraulics Division, 105, pp. 1297-1314 (1979).
20. Aktek, E.E., Ultrasonic Flow Meter User Manual TFM3100, Aktek Company, Istanbul, Turkey (2002).
21. Liao, Q., Wang, B., and Wang, P.F. "In situ measurement of sediment resuspension caused by propeller wash with an underwater particle image velocimetry and an acoustic Doppler velocimeter", Flow Measurement and Instrumentation, 41, pp. 1-9 (2015).
22. Durgesh, V., Thomson, J., Richmond, M.C., and Polagye, B.L. "Noise correction of turbulent spectra obtained from acoustic Doppler velocimeters", Flow Measurement and Instrumentation, 37, pp. 29-41 (2014).
23. Peltier, Y., Riviere, N., Proust, S., Mignot, E., Paquier, A., and Shiono, K. "Estimation of the error on the mean velocity and on the Reynolds stress due to a misoriented ADV probe in the horizontal plane: Case of experiments in a compound open-channel", Flow Measurement and Instrumentation, 34, pp. 34- 41 (2013).
24. Nortek, A.S., Vectrino Velocimeter User Guide, Nortek AS, Brum, Norway (2009).
25. Vaghefi, M. Akbari, M., and Fiouz, A.R. "Experimental investigation on bed shear stress distribution in a 180 degree sharp bend by using depth-averaged method", International Journal of Scientific Engineering and Technology, 3(7), pp. 962-965 (2014).
26. Vaghefi, M. Akbari, M., and Fiouz, A.R. "Experimental investigation of the three-dimensional  flow velocity components in a 180 degree sharp bend", World Applied Programming, 5(9), pp. 125-131 (2015).
27. Vaghefi, M., Mahmoodi, Q., and Akbari, M. "A Comparison among Data Mining Algorithms for Outlier Detection using Flow Pattern Experiments", Scientia Iranica, Transactions on Civil Engineering, 25(2), pp. 590-605 (2018).
28. Barbhuiya, A.K. and Talukdar, S. "Scour and three dimensional turbulent  flow fields measured by ADV at a 90 horizontal forced bend in a rectangular channel", Flow Measurement and Instrumentation, 21, pp. 312- 321 (2010).
29. Rozovskii, I.L., Flow of Water in Bend of Open Channel, Academy of Sciences of the Ukrainian SSR, Institute of Hydrology and Hydraulic Engineering, Kiev, Ukraine (1957).
30. Ippen, A.T. and Drinker, P.A. "Boundary shear stresses in curved trapezoidal channels", Journal of the Hydraulics Division, 88, pp. 143-179 (1962).
31. Nouh, M. and Townsend, R.D. "Shear-stress distribution in stable channel bends", Journal of the Hydraulics Division, 105, pp. 1233-1245 (1979).
32. Wu, W., Rodi, W., and Wenka, T. "3D numerical modeling of  flow and sediment transport in open channels", Journal of Hydraulic Engineering, 126(1), pp. 4-15 (2000).
33. Shams, M., Ahmadi, G., and Smith, D.H. "Computational modeling of  flow and sediment transport and deposition in meandering rivers", Advances in Water Resources, 25(6), pp. 689-699 (2002).
34. Blanckaert, K. and Graf, W.H. "Momentum transport in sharp open-channel bends", Journal of Hydraulic Engineering, 130(3), pp. 186-198 (2004).
35. Roca, M. Martin-Vide, J.P., and Blanckaert, K. "Reduction of bend scour by an outer bank footing: Footing design and bed topography", Journal of Hydraulic Engineering, 133(2), pp. 139-147 (2007).
36. Abhari, M.N., Ghodsian, M., Vaghefi, M., and Panahpur, N. "Experimental and numerical simulation of flow in a 90 bend", Flow Measurement and Instrumentation, 21, pp. 292-298 (2010).
37. Albayrak, I. and Lemmin, U. "Secondary currents and corresponding surface velocity patterns in a turbulent open-channel flow over a rough bed", Journal of Hydraulic Engineering, 137(11), pp. 1318-1334 (2011).
38. Uddin, M.N. and Rahman, M.M. "Flow and erosion at a bend in the braided Jamuna River", International Journal of Sediment Research, 27(4), pp. 498-509 (2012).
39. Vaghefi, M., Akbari, M., and Fiouz, A.R. "An experimental study of mean and turbulent  flow in a 180 degree sharp open channel bend: Secondary  flow and bed shear stress", KSCE Journal of Civil Engineering, 20(4), pp. 1582-1593 (2016).
40. Giri, S., Shimizu, Y., and Surajate, B. "Laboratory measurement and numerical simulation of flow and turbulence in a meandering-like  flume with spurs", Flow Measurement and Instrumentation, 15(5), pp. 301-309 (2004).
41. Sharma, K. and Mohapatra, P.K. "Separation zone in flow past a spur dyke on rigid bed meandering channel", Journal of Hydraulic Engineering, 138(10), pp. 897-901 (2012).
42. Vaghefi, M., Akbari, M., and Adib, A. "The effect of Lshaped spur dikes on Reynolds shear stress in a bend", 10th International River Engineering Conference, Ahwaz, Iran, pp. 38-49 (2016).
43. Mehraein, M. and Ghodsian, M. "Experimental study on relation between scour and complex 3D  flow field", Scientia Iranica, Transactions on Civil Engineering, 24(6), pp. 2696-2711 (2017).
Volume 26, Issue 6 - Serial Number 6
Transactions on Civil Engineering (A)
November and December 2019
Pages 3165-3180
  • Receive Date: 18 August 2017
  • Revise Date: 29 November 2017
  • Accept Date: 27 January 2018