Technical Papers
Apr 25, 2016

Experimental Investigation on 3D Turbulent Flow around Straight and T-Shaped Groynes in a Flat Bed Channel

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Publication: Journal of Hydraulic Engineering
Volume 142, Issue 8

Abstract

Laboratory measurements were conducted to investigate the three-dimensional turbulent flow field around a single straight (SD) and two different T-shape groynes (TH and TF) under smooth flat-bed conditions. An acoustic Doppler velocimeter (ADV) was used in the measurements. Experimental results showed profound effects of the groyne shape on both the mean and turbulent flow characteristics, especially for the near bed region. The near bed velocity amplifications due to both of the local effects of groyne structure and constriction of the channel cross section in the SD is higher than T-shape groynes. The horseshoe vortex at the base of the SD has more compact and strong rotational momentum and lasts a longer distance downstream compared with T-shape groynes. By increasing the wing length of the T-shape groyne the flow structure at the upstream mini embayment changes from the vertical to the dominantly horizontal circulation, the horseshoe vortex disappears, and the wing segment acts as a scour countermeasure.

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Acknowledgments

The authors would like to thank the associate editor and the referees for their constructive comments. The review comments improved the paper.

References

Ahmad, M. (1953). “Experiments on design and behavior of spur-dikes.” Proc., Minnesota Int. Hydraulics Convention, International Association of Hydraulic Research, Madrid, Spain, 145–159.
Awazu, S. (1967). “On scour around spur dike.” Proc., 12th Congress of the IAHR, International Association of Hydraulic Research, Madrid, Spain.
Barkdoll, B. D., Ettema, R., and Melville, B. W. (2007). “Countermeasures to protect bridge abutments from scour.”, Transportation Research Board, Washington, DC.
Barua, D. K., and Rahman, K. H. (1998). “Some aspects of turbulent flow structure in large alluvial rivers.” J. Hydraulic Res., 36(2), 235–252.
Brevis, W., Garcia-Villalba, M., and Nino, Y. (2014). “Experimental and large eddy simulation study of the flow developed by a sequence of lateral obstacles.” Environ. Fluid Mech., 14(4), 873–893.
Carrasco, A., and Vionnet, C. A. (2004). “Separation of scales on a broad, shallow turbulent flow.” J. Hydraul. Res., 42(6), 630–638.
Cea, L., Puertas, J., and Pena, L. (2007). “Velocity measurements on highly turbulent free surface flow using ADV.” Exp. Fluids, 42(3), 333–348.
Devenport, W. J., and Simpson, R. L. (1990). “Time dependent and time-averaged turbulence structure near the nose of wing-body junction.” J. Fluid Mech., 210(1), 23–55.
Dey, S., and Barbhuiya, A. (2005). “Turbulent flow field in a scour hole at a semicircular abutment.” Can. J. Civil Eng., 32(1), 213–232.
Dombroski, D. E., and Crimaldi, J. P. (2007). “The accuracy of acoustic Doppler velocimetry measurements in turbulent boundary layer flows over a smooth bed.” Limnol. Oceanogr. Methods, 5(1), 23–33.
Duan, J., He, L., Fu, X., and Wang, Q. (2009). “Mean flow and turbulence around an experimental spur dike.” Adv. Water Resour., 32(12), 1717–1725.
Duan, J., He, L., Wang, G., and Fu, X. (2011). “Turbulent burst around experimental spur dike.” Int. J. Sediment Res., 26(4), 471–523.
Ettema, R., and Muste, M. (2004). “Scale effects in flume experiments on flow around a spur dike in flat bed channel.” J. Hydraul. Eng., 635–646.
Fang, H., Bai, J., He, G., and Zhao, H. (2014). “Calculations of nonsubmerged groin flow in a shallow open channel by large-eddy simulation.” J. Eng. Mech., 04014016.
Fox, J. F., Papanicolaou, A. N., and Kjos, L. (2005). “Eddy taxonomy methodology around a submerged barb obstacle within a fixed rough bed.” J. Eng. Mech., 1082–1101.
Franco, J. J. (1967). “Research for river regulation dike design.” J. Waterways Harbors Div., 93(3), 71–88.
Garcia, C. M., Cantero, M. I., Nino, Y., and Garcia, M. H. (2005). “Turbulence measurements with acoustic Doppler velocimeters.” J. Hydraul. Eng., 1062–1073.
González-Castro, J. A., Oberg, K., and Duncker, J. J. (2000). “Effect of temporal resolution on the accuracy of ADCP measurements.” Proc., Joint Conf. on Water Resource Engineering and Water Resources Planning and Management, ASCE, Reston, VA.
Goring, D. G., and Nikora, V. I. (2002). “Despiking acoustic Doppler velocimeter data.” J. Hydraul. Eng., 117–126.
Jamieson, E., Rennie, C., and Townsend, R. (2013a). “3D flow and sediment dynamics in a laboratory channel bend with and without stream barbs.” J. Hydraul. Eng., 154–166.
Jamieson, E., Rennie, C., and Townsend, R. (2013b). “Turbulence and vorticity in a laboratory channel bend at equilibrium clear-water scour with and without stream barbs.” J. Hydraul. Eng., 259–268.
Kadota, A., and Suzuki, K. (2010). “Local scour and development of sand wave around T-type and L-type groynes.” Proc., Int. Conf. on Scour and Erosion, ASCE, Reston, VA.
Klingeman, P. C., Kehe, S. M., and Owusu, Y. A. (1984). “Streambank erosion and channel scour manipulation using rockfill dikes and gabions.”, Oregon State Univ., Water Resources Research Institute, Corvallis, OR.
Koken, M. (2011). “Coherent structures around isolated spur dikes at various approach flow angles.” J. Hydraul. Res., 49(6), 736–743.
Koken, M., and Constantinescu, G. (2008a). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 1. Conditions corresponding to the initiation of the erosion and deposition process.” Water Resour. Res., 44(8), W08406.
Koken, M., and Constantinescu, G. (2008b). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 2. Conditions corresponding to the final stages of the erosion and deposition process.” Water Resour. Res., 44(8), W08407.
Koken, M., and Constantinescu, G. (2009). “An investigation of the dynamics of coherent structures in a turbulent channel flow with a vertical sidewall obstruction.” Phys. Fluids, 21(8), 085104.
Koken, M., and Constantinescu, G. (2014). “Flow and turbulence structure around abutments with sloped sidewalls.” J. Hydraul. Eng., 04014031.
Kuhnle, R., Alonso, C., and Shields, F. (1999). “Geometry of scour holes associated with 90° spur dikes.” J. Hydraul. Eng., 972–978.
Kwan, T. F. (1988). “A study of abutment scour.”, School of Engineering, Univ. of Auckland, Auckland, New Zealand.
Li, H., Barkdoll, B. D., Kuhnle, R., and Alonso, C. (2006). “Parallel walls as an abutment scour countermeasure.” J. Hydraul. Eng., 510–520.
Linder, W., Christian, H., and Mellema, W. (1964). Missouri river design study, laboratory investigation of L-head channel control structures, U.S. Army District, Omaha, NE.
Liu, J., Tominaga, A., and Nagao, M. (1994). “Numerical simulation of the flow around the spur dikes with certain configuration and angles with bank.” J. Hydrosci. Hydraul. Eng., 12(2), 85–100.
Lohrmann, A., Cabrera, R., and Kraus, N. C. (1994). “Acoustic Doppler velocimeter (ADV) for laboratory use.” Proc., Conf. of Fundamentals and Advancements in Hydraulic Measurements and Experimentation, ASCE, Reston, VA, 351–365.
McCoy, A., Constantinescu, G., and Weber, L. (2008). “Numerical investigation of flow hydrodynamics in a channel with a series of groynes.” J. Hydraul. Eng., 157–172.
Melville, B. W. (1992). “Local scour at bridge abutments.” J. Hydraul. Eng., 615–631.
Molinas, A., Kheireldin, K., and Baosheng, W. (1998). “Shear stress around vertical wall abutments.” J. Hydraul. Eng., 822–830.
Nikora, V. I., and Goring, D. G. (1998). “ADV measurements of turbulence: Can we improve their interpretation?.” J. Hydraul. Eng., 630–634.
NorTek AS. (2006). “ADV operational manual.” Vollen, Norway.
Paik, J., Escauriaza, C., and Sotiropoulos, F. (2007). “On the bimodal dynamics of the turbulent horseshoe vortex system in a wing-body junction.” Phys. Fluids., 19(4), 045107.
Paik, J., and Sotiropoulos, F. (2005). “Coherent structure dynamics upstream of a long rectangular block at the side of a large aspect ratio channel.” Phys. Fluids, 17(11), 115104.
Rajaratnam, N., and Nwachukwu, B. (1983). “Erosion near groyne-like structures.” J. Hydraul. Res., 21(4), 277–287.
Raudkivi, A. J. (1993). Sedimentation, exclusion and removal of sediment from diverted water, Balkema, Rotterdam, Netherlands.
Rhoads, B. L., and Sukhodolov, A. N. (2001). “Field investigation of three-dimensional flow structure at stream confluences: 1. Thermal mixing and time-averaged velocities.” Water Resour. Res., 37(9), 2393–2410.
Spazzini, P. G., Iuso, G., Onorato, M., and Mole, A. (1998). “DPIV analysis of turbulent flow over a back-facing step.” Proc., 8th Int. Symp. on Flow Visualization, Hemisphere, Washington, DC.
Tecplot [Computer software]. Tecplot, Bellevue, WA.
Teruzzi, A., Ballio, F., and Armenio, V. (2009). “Turbulent stresses at the bottom surface near an abutment: Laboratory-scale numerical experiment.” J. Hydraul. Eng., 106–117.
Tingsanchali, T., and Maheswaran, S. (1990). “2-D depth-averaged flow computation near groyne.” J. Hydraul. Eng., 71–86.
Uijttewaal, W. (2005). “Effects of groyne layout on the flow in groyne fields: Laboratory experiments.” J. Hydraul. Eng., 782–791.
Vaghefi, M. (2009). “Experimental investigation on flow and scour pattern around T-shape spur dikes in a 90° bend.” Ph.D. dissertation, Tarbiat Modares Univ., Tehran, Iran.
Vaghefi, M., Ghodsian, M., and Neyshabouri, S. (2012). “Experimental study on scour around a T-shaped spur dike in a channel bend.” J. Hydraul. Eng., 471–474.
Voulgaris, G., and Trowbridge, T. J. (1998). “Evaluation of the acoustic Doppler velocimeter (ADV) for turbulence measurements.” J. Atmos. Oceanic Technol., 15(1), 272–289.
Zaghloul, N. A. (1974). “Analytical and experimental investigation of flow around a spur dike.” Ph.D. dissertation, Univ. of Windsor, Windsor, ON, Canada.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 8August 2016

History

Received: Jan 5, 2015
Accepted: Jan 6, 2016
Published online: Apr 25, 2016
Published in print: Aug 1, 2016
Discussion open until: Sep 25, 2016

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Authors

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Akbar Safarzadeh [email protected]
Associate Professor of Civil Engineering, Faculty of Engineering, Univ. of Mohaghegh Ardabili, 5619911367 Ardabil, Iran (corresponding author). E-mail: [email protected]
Seyed Ali Akbar Salehi Neyshabouri [email protected]
Professor of Hydraulic Structures, Water Engineering Research Institute, Tarbiat Modares Univ., 11114115 Tehran, Iran. E-mail: [email protected]
Amir Reza Zarrati [email protected]
Professor of Hydraulic Structures, Dept. of Civil and Environmental Engineering, Amirkabir Univ., 158754413 Tehran, Iran. E-mail: [email protected]

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