Technical Papers
Nov 17, 2017

Flow Field around Semielliptical Abutments

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 2

Abstract

Hydraulic structures in rivers employ abutments of different shapes. An abutment causes a scour hole around the bottom of the structure in the river. The scour hole grows no further when the turbulence fluctuations and bed shear stress are unable to move sediment particles. Although there have been a multitude of studies on the rate of scour depth around abutments of different shapes, no research work seems to have been reported regarding the flow structure of local scour around semielliptical bridge abutments. This study experimentally investigated the flow field around semielliptical bridge abutments and compared the results with those around wing-wall and semicircular abutments. Results showed that the abutments with small dimensions (width and length) produced higher scour depth due to strong vortices and downflow than those with large dimensions. For the same aspect ratio, small and large abutments cause different patterns of the velocity field in streamwise and vertical directions. The abutment size (width and length) significantly influences flow separation and reattachment, manifesting larger separation and deeper scour hole in small size abutments. The equilibrium scour depth depends on the abutment size, with stronger circulation and vorticity in small abutments than in large ones. The internal boundary layer around small abutments plays a more significant role in the flow structure than that around large ones, generating a larger strong vortex trail with more scour in the vicinity of abutment and causing the failure of the structure. Unfavorable pressure gradients with nonlinear distributions of turbulence intensities and Reynolds stress at the scour hole upstream of the abutment are the primary factors causing the development of vortex trail and the scouring mechanism.

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References

Afzalimehr, H., and Anctil, F. (1999). “Velocity distribution and shear velocity behavior of decelerating flow over a gravel-bed.” Can. J. Civ. Eng., 26(4), 468–475.
Afzalimehr, H., Bakhshi, S., Ghalichand, J., and Sui, J. (2014). “Effect of vegetated-banks on local scour around a wing-wall abutment with circular edges.” J. Hydrodyn., 26(3), 447–457.
Afzalimehr, H., Dey, S., and Rasoulinfar, P. (2007). “Influence of decelerating flow on incipient motion of a gravel-bed stream.” J. Sadhana, Eng. Sci., 32(5), 545–559.
Afzalimehr, H., Moghbel, R., Ghalichand, J., and Sui, J. (2011). “Investigation of turbulence characteristics in channel with dense vegetation over bed.” Int. J. Sediment Res., 26(3), 255–268.
Afzalimehr, H., Moradian, M., Sui, J., and Gallichand, J. (2016). “Effect of adverse pressure gradient and vegetated banks on flow structure.” J. River Res. Appl, 32(5), 1059–1070.
Ahmed, F., and Rajaratnam, N. (2000). “Observations on flow around bridge abutment.” J. Eng. Mech., 51–59.
Al-Shukur, A. K., and Obeid, Z. H. (2016). “Experimental study of bridge pier shape to minimize local scour.” Int. J. Civ. Eng. Technol., 7(1), 162–171.
Barbhuiya, A. K. (2003). “Clear-water scour at abutments.” Ph.D. thesis, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, India.
Barbhuiya, A. K., and Dey, S. (2003). “Velocity and turbulence at a wing-wall abutment.” Sādhanā, 28(1), 35–56.
Barbhuiya, A. K., and Dey, S. (2004a). “Local scour at abutments.” Sadhana, 29(5), 449–476.
Barbhuiya, A. K., and Dey, S. (2004b). “Measurements of turbulent flow field at a vertical semicircular cylinder attached to the sidewall of a rectangular channel.” Flow Meas. Instrum., 15(2), 87–96.
Bendat, J., and Piersol, A. (2000). Random data, 3rd Ed., Wiley, New York.
Bolhassani, R., Afzalimehr, H., and Dey, S. (2015). “Effects of relative submergence and bed slope on sediment incipient motion under decelerating flows.” J. Hydrol. Hydromech., 63(4), 295–302.
Dey, S. (2014). Fluvial hydrodynamics: Hydrodynamic and sediment transport phenomena, Springer, Berlin.
Ettema, R., and Raukivi, A. J. (1983). “Clear water scour at cylindrical piers.” J. Hydraul. Eng., 338–350.
Froehlich, D. C. (1989). “Local scour at bridge abutments.” Proc., 1989 National Conf. on Hydraulic Engineering, ASCE, New York, 13–18.
Garcia, C. M., Cantero, M. I., Nino, Y., and Garcia, M. H. (2005). “Turbulence measurements with acoustic Doppler velocimeters.” J. Hydraul. Eng., 1062–1073.
Garde, R. J., Subramanya, K., and Nambudripad, K. D. (1961). “Study of scour around spur-dikes.” J. Hydraul. Div., 87, 23–37.
Gordon, L., and Cox, J. (2000). “Acoustic Doppler velocimeter performance in a laboratory flume.”, Nortek USA, San Diego.
Goring, G., and Nikora, V. (2002). “Despiking acoustic Doppler velocimeter data.” J. Hydraul. Eng., 117–126.
Kumar, V., Raju, K. G. R., and Vittal, N. (1999). “Reduction of local scour around bridge piers using slots and collars.” J. Hydraul. Eng., 1302–1305.
Kwan, T. F., and Melville, B. W. (1994). “Local scour and flow measurements bridge abutments.” J. Hydraul. Res., 32(5), 661–673.
Laursen, E. M., and Toch, A. (1956). “Scour around bridge piers and abutments.”, Iowa Highways Research Board, Ames, IA.
Liu, H. K., Chang, F. M., and Skinner, M. M. (1961). “Effect of bridge construction on scour and backwater.” Colorado State Univ., Fort Collins, CO.
Melville, B. W. (1997). “Pier and abutment scour: integrated approach.” J. Hydraul. Eng., Am. Soc. Civ. Eng., 123, 125–136.
Molinas, A., Kheireldin, K., and Wu, B. (1998). “Shear stress around vertical wall abutments.” J. Hydraul. Eng., Am. Soc. Civ. Eng., 124, 822–830.
Motamedi, A., Afzalimehr, H., Singh, V. P., and Dufresne, L. (2014). “An experimental study on the influence of dune dimensions of flow separation.” J. Hydrol. Eng., 78–86.
Richardson, J. R., and Richardson, E. V. (1993). “The fallacy of local abutment scour equations.” Proc. Conf. Hydraul. Div., 1, 749–754.
Santos, J. S. D., and Cardoso, A. H. (2001). “Time evolution of local scour at obstacles protruding from channel side walls.” Int. J. Sediment Res., 16, 460–472.
Soltani, S., Afzalimehr, H., Chiew, Y. M., and Gallichand, J. (2014). “Reduction of pier scour using beds suction and jet injection.” Proc. Inst. Civ. Eng. Water Manage., 167(2), 105–113.
Soltani, S., Afzalimehr, H., Chiew, Y. M., and Lai, J. S. (2013). “Jets to control scour around circular bridge piers.” Can. J. Civ. Eng., 40(3), 204–212.
Sui, J., Afzalimehr, H., Kabiri Samani, A., and Maherani, M. (2010). “Clear-water scour around semi-elliptical abutments with armored beds.” Int. J. Sediment Res., 25(4), 233–244.
Wahl, T. L. (2000). “Analyzing ADV Data Using WinADV.” Proc., Joint Conf. on Water Resources Engineering and Water Resources Planning & Management, Minneapolis.
Wong, W. H. (1982). “Scour at bridge abutments.”, School of Engineering, Univ. of Auckland, Auckland, New Zealand.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 2February 2018

History

Received: Apr 15, 2016
Accepted: May 9, 2017
Published online: Nov 17, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 17, 2018

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Authors

Affiliations

Hossein Afzalimehr [email protected]
Professor, Dept. of Civil Engineering, Iran Univ. of Science and Technology, Narmak, 16844 Tehran, Iran (corresponding author). E-mail: [email protected]
Maryam Moradian [email protected]
Graduate Student, Dept. of Water Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran. E-mail: [email protected]
Vijay P. Singh, Dist.M.ASCE [email protected]
Distinguished Professor, Regents Professor and Caroline & William N. Lehrer Distinguished Chair in Water Engineering, Dept. of Biological and Agricultural Engineering and Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-2117. E-mail: [email protected]

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