Abbaspoor M, Vaghefi M and Ghodsian M, 2010. Study the effect of submergence ratio of T-shaped spur dikes located in a 90 degree bend on bed topography. 09th Iranian Hydraulic Conference. Tarbiat Modares University. (in Persian)
Alizadeh Armaki H, Ghodsian M, Vaghefi M and Khosravi M, 2015. Experimental investigation of flow and scour pattern around submerged attracting and repelling T head spur dike. Modares Civil Engineering Journal 15: 137–148. (in Persian)
Anonymous, 2008. Guide line for erosion and sedimentation studies in river Training. Management and Planning Organization of Iran, Publication No. 383.
Bahrami Yarahmadi M and Shafai Bejestan M, 2014. Bed topography variations in a 90° mild bend due to wedge-shaped spur dike. Modares Civil Engineering Journal 14(3): 165–175. (in Persian)
Bahrami Yarahmadi M and Shafai Bejestan M, 2015a. Study of the effect of effective length variations of triangular-shaped vanes on erosion and sedimentation pattern in a 90° mild bend. Journal of Civil Engineering 27(1): 87–100. (in Persian)
Bahrami Yarahmadi M and Shafai Bejestan M, 2015b. The effect of triangular vanes in a 90 degree mild bend on bed topography″. Journal of Civil and Environmental Engineering 45.3(80): 80–90. (in Persian)
Bahrami Yarahmadi M and Shafai Bejestan M, 2016a. Comparison of erosion and sedimentation patterns facilitated by a spur dike and a triangular-shaped vane structures in a 90° mild bend under the influence of different Froude numbers. Journal of Management System 8(27): 31–42. (in Persian)
Bahrami Yarahmadi M and Shafai Bejestan M, 2016b. Sediment management and flow patterns at river bend due to triangular vanes attached to the bank. Journal of Hydro-environment Research 10: 64–75.
Bahrami Yarahmadi M, Shafai Bejestan M and Mousavi Jahromi SH, 2015. The effect of combination of footing and triangular weirs on bed topography in a 90º mild bend. Journal of Irrigation Science and Engineering 38(3): 37–49. (in Persian)
Bhuiyan F, Hey RD and Wormleaton PR, 2010. Bank-attached vanes for bank erosion control and restoration of river meanders. Journal of Hydraulic Engineering 136(9): 583-596.
Divsalar I and Mousavi Jahromi SH, 2014. Investigation of the effect of increasing the wing length of the L–shape spur dike on the scouring around in the 90 degree bend. Journal of Irrigation Science and Engineering 37(3): 53–61. (in Persian)
Gill MA, 1972. Erosion of sand beds around spur dikes. Journal of the Hydraulics Division 98(9): 1587-1602.
Hey RD, 1992. River mechanics and habitat creation. Pp. 271-285. In: O’Gardy KT, Butterworth AJB, Spillett RP and Domaniewski JCJ (eds). Fisheries in the year 2000. Institute of Fisheries Management, Nottingham, U.K.
Hey RD, 1994. Restoration of gravel bed rivers: principles and practice. Pp. 157-173. In: Shrubsole D (ed). Natural Channel Design: Perspective and Practice. Canadian Water Resources Association, Cambridge, Ontario, Canada.
Hey RD, 1996. Environmentally sensitive river engineering. Pp. 80-105. In: Petts G and Calow P (eds). River Restoration. Blackwell Science, Oxford, U.K.
Hosseini A, Habibi M and Saberi E, 2004. Technical and economic evaluation of spurs constructed on Zanjanrood river. Research project, Institute of Soil Conservation and Watershed Management, Tehran, Registration No. 83/26.
Hoseinzade Tabrizi H, Vaghefi M and Ghodsian M, 2014. Effect of Froude number on flow pattern and scour around T-shaped spur dikes under submerged and unsubmerged condition. Modares Civil Engineering Journal 14(3): 71–82. (in Persian)
khalaj M and Gohari S, 2019. Experimental investigation of hockey groyne length, on scouring at straight channel. Water and Soil Science-University of Tabriz 29(3):79-95. (in Persian)
Kuhnle RA, Alonso V and shields FD, 1999. Geometry of scour holes as associated with 90 degree spur dikes. Journal of Hydraulic Engineering ASCE 125)9(: 972-978.
Melville BW, 1992. Local scour at bridge abutments. Journal of Hydraulic Engineering 118 (4): 615-631.
Mousavi B, Sanei M, Salajegheh A and Motamedvaziri B, 2010. Laboratory investigation of the position of spur dike to reduce stream bank erosion. 09th Iranian Hydraulic Conference. Tarbiat Modares University. (in Persian)
Rosgen DL, 2006. The Cross Vane, W-Weir and J-Hook Structures: Description, Design and Application for Stream Stabilization and River Restoration. Wildland Hydrology, Inc. 11210 N. County Road 19 Ft. Collins, Colorado.
Sanei M, 2007. Laboratory model of effect of time and obstruction percentage on local scour. 06th Iranian Hydraulic Conference. Shahrekord University. (in Persian)
Shields FD, 1983. Design of habitat structures for open channels. Journal of Water Resources Planning and Management 109(4): 331–344.
Vaghefi M, Ghodsian M and Salehi Neyshabouri SAA, 2012. Experimental study on scour around a T-shaped spur dike in a channel bend. Journal of Hydraulic Engineering 138(5): 471-474.
Yasi M, 1999. Study of the properties of flow and bed topography around the spur dike. 05th River Engineering Conference. Shahid Chamran University of Ahvaz. 205-216. (in Persian)
Yun L, Baomin W and Yongqiang L, 2012. Research on application of removable non-rescue submerged groins in lower Yellow river training works. Procedia Engineering 28: 781–785.
Zhicong C, Pengfei H and Xiang D, 2008. Turbulence intensity measurement in the backflow region around a spur dike. Journal of Tsinghua University (Science and Technology) 12: 2053-2056.