Document Type : Original Article

Authors

1 Msc. Student of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan University, Semnan.

2 Faculty of Civil Engineering, Semnan University, Semnan, Iran

3 Assistant Professor, Department of Water and hydraulic structures engineering, Faculty of Civil Engineering, semnan University

4 Assistant Professor of Soil Conservation and Watershed Management Research Institute, Tehran.

Abstract

The river is an active natural phenomenon, which continuously changes its sides and its bed. This has caused the river course to undergo major changes over time. There are different ways to reduce erosion, one of the ways is using spur dike in sides. In this experimental study, the effect of simple L and T shapes series spur dike on time variation of scour depth around spur dike was analyzed and compared under straight channel condition. The results showed that T shape spur dike within 10% of  elapsed time reaches to more than 90% of equilibrium scouring, whereas for simple and L shape spur dike within 15% of  elapsed time reaches to more than 80% of equilibrium scouring or erosion. Simple and L shape spur dike had the maximum scouring depth which was found to be equivalent to 3times of the flow depth, which was created a bit behind the spur dike's nose. The scouring of T shaped spur dike was 0.3y (y is flow depth) less than other shapes in first position. The results of scour depth comparison in different section around the spur dikes showed that the average of scouring value for T-shaped spur dike was 0.4y and 0.25y less than simple and L-shaped spur dike, respectively. Finally, an equation for calculation of time variation of scour depth due to the shape of the spur dike is proposed. Further, the experimental results of scouring depth as a result of present study was compared with results obtained by other researchers. Also maximum side erosion on the opposite shore was found to belong to L-shaped spur dike.

Keywords

Abbasi, A. A. and Maleknejad, M. 2012. Experimental study of the impact of direct permeable spur dike parameters and the T-shaped on the scouring around them. Irrig. Water Eng. J. 8, 95-107. (in Persian)
 
Ahmad, M. 1953. Experiments on design and behavior of spur-dikes. Proceedings of International Hydraulics Convention. Minneapolis, USA.
 
Ardeshir, A., Karami, H., Saneie, M., Salamatian, S. A. 2011. Investigation of temporal development of scouring around impervious spur dikes in direct channel and its prediction with artificial neural networks. Iran-Watershed Manage. Sci. Eng. 4(13): 39-50. (in Persian)
 
Ballio, F. and Orsi, E. 2001. Time evolution of scour around bridge abutments. Water Eng. Res.
2(4): 243-259.
 
Coleman, S. E., Lauchlan, C. S. and Melville, B. W. 2003. Clear-water scour development at bridge abutments. J. Hydraul. Res. 41(5): 521-531.
 
Dey, S. and Barbhuiya, A. K. 2005. Time variation of scour at Abutments. J. Hydraul. Eng. ASCE.
131(1): 11-23.
 
Eghbali, P., Daneshfaraz, R. and Saghebian, S. M. 2013. Simulation of temporal development of scour
hole around a wing-wall abutment using gene expression programming. Water Soil Sci. 23(1): 177-188. (in Persian)
 
Fayazbakhsh. S. 2003. Scour investigation in L-shaped groins, M. Sc. Thesis. Amirkabir University. Tehran, Iran. (in Persian)
 
Froehlich, D. C. 1989. Local scour at bridge abutments. Proceedings of the National Conference on Hydraulic Engineering. Aug. 14-18. New Orleans, LA, USA.
 
Garde, R. Subramanya, K. S. and Nambudripad, K. D. 1961. Study of scour around spur-dikes. J. Hydraul. Div. 87(6): 23-37.
 
Ghodsian, M. and Tehrani, S. H. 2001. Scour around groins. Int. J. Sediment Res. 16(1): 60-68.
 
Gill, M. A. 1972. Erosion of sand beds around spur dikes. J. Hydraul. Div. ASCE. 98(9): 1587-1610.
 
Karami, H., Ardeshir, A., Behzadian, K. and Ghodsian, M. 2011. Protective spur dike for scour mitigation of existing spur dikes. J. Hydraul. Res. 49(6): 809-813.
 
Karami, H., Ardeshir, A., Saneie, M. and Salamatian. S. A. 2012. Prediction of time variation of scour depth around spur dikes using neural networks. J. Hydroinform. 14(1):180-191.
 
Karami, H., Basser, H., Ardeshir, A. and Hosseini, S. H. 2014. Verification of numerical study of scour around spur dikes using experimental data. Water Environ. J. 28(1): 124-134.
 
Kayaturk, S. Y. 2005. Scour and scour protection at bridge abutments. Ph. D. Thesis. Department of Civil Engineering. Middle East Technical University (METU). Ankara, Turkey.
 
Kirkgoz, M.S. and  Ardichoghlu, M. 1997. Velocity profiles of developing and developed open channel flow. J. Hydraul. Eng. 123(12): 1099-1015.
 
Kuhnle, R. A., Alonso, C. V. and Shields, F. D. 1999. Geometry of scour holes associated with 90 spur dikes. J. Hydraul. Eng. 125(9): 972-978.
 
Lacey, G. 1936. Discussion of stable channels in erodible material. In Lane, E. W. (Ed.) Proceedings of the ASCE. 237(5): 775- 779.
 
Laursen, E. M. 1962. Discussion of Study of scour around spur dikes. J. Hydraul. Div. ASCE. 89, 225-228.
Liu, H. K., Chang, F. M. and Skinner, M. M. 1961. Effect of Bridge Construction on Scour and Backwater. Colorado State University Press.
 
 Mehraein, M., Noorbakhsh, S. M. and  Ghodsian, M. 2015. Turbulent flow structure around submerged
T-shape spur dike. Modares Civil Eng. J. 15(3): 171-178. (in Persian)
 
Mehrnahad, A. and Ghodsian, M. 2012. Experimental investigation on the effect of length of spur dike and  grain size on scour around T-shaped spur dike in a 90-degree bend. J. Iran-Water Resour. Res.
8(2): 71-79. (in Persian)
 
Melville, B. W. 1992. Local scour at bridge abutments. J. Hydraul. Eng. 118(4): (615). doi:10.1061/(ASCE)0733-9429(1992)118:4(615).
 
Mosavi, B. S., Saneie, M., Salajegheh, A. and Motamed-Vaziri, B. 2010. Experimental investigation of groin length effect on river bank erosion reduction. Iranian J. Watershed manage. Sci. 4 (12): 65-68. (in Persian)
 
Neill, C. R. 1973. Guide to bridge hydraulics. Roads and Transportation Association of Canada, University of Toronto Press, Toronto, Canada.
 
Noorbakhsh, S. M., Vaghefi, M. and Ghodsian, M. 2013. Experimental investigation of scour pattern around submerged T-shape spur dike in straight channel. J. Iran-Water Resour. Res. 9(2): 52-63. (in Persian)
 
Norouzi, H., Salehi-Neishabori, S. A., Nasiri-Saleh, F. and Azarderakhsh, M. 2009. Three-dimensional numerical simulation of scour around a spur dike. Modares Tech.  Eng. J. 36, 13-22. (in Persian)
 
Oliveto, G. and Hager, W. H. 2002. Temporal evolution of clear-water pier and abutment scour. J. Hydraul. Eng. 128(9): 811-820.
 
 Pandey, M., Ahmad, Z. and Sharma, P. K. 2015. Estimation of maximum scour depth near a spur dike. Can. J. Civil Eng. 43(3): 270-278.
 
Sadat, S. H. and Tominaga, A. 2015. Optimal Distance between pile-group and spur-dike to reduce local scour. J. Japan Soc. Civil Eng. 71(4): 187-192.
 
Sobhan, S. A. and Kumar, S. 1999. Spacing of straight spurs in series. J. Civil Eng. The Institution of Engineers, Bangladesh. 27(2): 175-181.
 
Vaghefi, M., Ghodsian, M. and Akbari, M. 2017. Experimental investigation on 3D flow around a single T-shaped spur dike in a bend. Period. Polytech. Civil Eng. 61(3): 462-470. 
 
Yanmaz, A. M. and Kose, O. 2007. Time-wise variation of scouring at bridge abutments. Sadhana. 32(3):
199-213.
 
Zaghloul, N. A. 1983. Local scour around spur-dikes. J. Hydrol. 60, 123-140.
 
Zhang, Y. and Du, X. 1997. Limited scour around spur dike and the evaluation of its depth. J. Xi'an Highway Transport. Uni. 17(4): 56-97.
 
Zhang, H., Nakagawa, H., Kawaike, K. and Yasuyuki, B. A. 2009. Experiment and simulation of turbulent flow in local scour around a spur dyke.Int. J. Sediment Res. 24(1): 33-45.