Spur dike is one of the common structures in organizing and controlling erosion on the river bank. On the other hand, the placement of the spur dike in the bended part of the river, while removing strong currents from the shore and directing the flow to the river axis, also changes the flow pattern and scour around the spur dike. The aim of this study was to numerically investigate the effect of length change in L-shaped Spur dike wing on scour depth located in a channel with a 90° bend. For this purpose, the three-dimensional SSIIM numerical model was used for simulation. L-shaped spur dikes with different wing lengths were tested and simulated. At the end, the outputs of the numerical model were compared with the laboratory results and validated. The results while confirming the SSIIM numerical model in scour simulation around the spur dike showed that by increasing the length of the spur dike wing and decreasing the angle of the spur dike in the bend, the depth and volume of the scour decreases significantly. In addition, the maximum depth and volume of scour around the spur dike was recorded at a 90 ° angle with a length to web ratio of 0.5. On the other hand, in all cases, scour around the simple spur dike was more than the L-shaped spur dike with different wing lengths.
Przedwojski B, Blazejewski R, Pilarczyk KW, (1995). River training techniques: Fundamentals, Techniques and Applications. AA. Balkema, Rotterdam, Netherlands. 1995. 686 pages.
Masjedi A, Foroushani E. Investigation of hydrodynamics on local scour by shape of single spur dike in river bend. 26th IAHR Symposium on Hydraulic Machinery and Systems, IOP Conference Series: Earth and Environmental Science 15(5), 2012.
Divsalar I, Musavi 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 Sciences and Engineering (JISE), 37(3): 53- 61.
Ahmad M. Experiments on design and behavior of spur-dikes. Proceedings of International Hydraulics Convention. Minneapolis, USA, 1953.
Garde RJ, Subramanya K, Nambudripad KD, (1961). Study of scour around spur dikes. Journal of the Hydraulics Division, ASCE, 87(HY6): 23-37.
Gill M A, (1972). Erosion of sand beds around spur dikes. Journal of the Hydraulics Division, ASCE, 98(HY9):1587-1602.
Melville BW, (1992). Local scour at bridge abutments. Journal of Hydraulic Engineering, ASCE, 118(4): 615-631.
Fazli M, Ghodsian M, Salehi SAA. Experimental investigation on scour around spur dikes located at different positions in a 90 bend. 32nd Congress of IAHR,Venice, Italy. 2007; pp: 248-256.
Zhang H, Nakagawa H, Kawaike K, Yasuyuki BA, (2009). Experiment and simulation of turbulent flow in local scour around a spur dyke. Int. J. Sediment Res, 24(1): 33-45.
Norouzi H, Salehi-Neishabori SA, Nasiri-Saleh F, Azarderakhsh M, (2009). Three-dimensional numerical simulation of scour around a spur dike. Modares Tech. Eng. J. 36, 13-22.
Yazdi J, Sarkardeh H, Azamathulla MDH, Aminuddin AB, (2010) .3D simulation of flow around a single spur dike with free-surface flow. International Journal of River Basin Management, 8(1): 55-62.
Abhari N M, Ghodsian M, Vaghefi M, Panahpura N, (2010). Experimental and numerical simulation of flow in a 90° bend. Flow Measurement and Instrumentation. 21(1): 292-298.
Vaghefi M, Ghodsian M, Salehi, S AA, (2012). Experimental study on scour around a T-Shaped spur dike in a channel bend. Journal of Hydraulic Engineering, 138(5): 471-474.
Karami H, Basser H, Ardeshir A, Hosseini HS, (2014). Verification of numerical study of scour around spur dikes using experimental data. Water and Environment Journal, 28(1),124–134.
Vaghefi M, Ghodsian M, 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.
Oslen N R B. A. Three-Dimensional Numerical Model for Simulation of Sediment Movement in Water Intakes with Multi-Block Option. User’s Manual. Department of Hydraulic and Environmental Engineering, Norwegian University of Science and Technology, Norway, 2018.
Ning J, Li G, Li SH, (2019). Numerical Simulation of the Influence of Spur Dikes. Appl. Sci, 9(11), 2306.
Omenzadeh M R, Makvandi A, Aghamajidi R, (2019). Investigation of the effect of spur dike length on the scour depth near the spur dike at the 90-degree position and the 180-degree bend of the rivers. International Journal of Engineering and Technology, 11(1): 35-40.
Bahrami-Yarahmadi M, Pagliara S, Yabarehpour E, (2020). Study of Scour and Flow Patterns Around Triangular-Shaped Spur Dikes. KSCE Journal of Civil Engineering, 24(1): 3279–3288.
Rasaei M, Nazari S, Eslamian S, (2020). Experimental investigation of local scouring around the bridge piers located at a 90° convergent river bend. Sadhana, 45(1), 87.
Rasaei M, Nazari S, Eslamian S, (2020). Experimental and numerical investigation the effect of pier position on local scouring around bridge pier at a 90° convergent bend. Journal of hydraulic structures, 6(1): 55-76.
M, Nazari S, Eslamian S, (2020). Experimental and Numerical Investigation of Local Scouring around Bridge Piers in Different Geometric Shapes at a 90° Convergent meander. Journal of hydraulic structures, 6(2): 55-76.
Tripathi RP, Pandey KK, (2021). Experimental study of local scour around T-shaped spur dike in a meandering channel. Water Supply, 21(2): 542–552.
Olsen N R B. A three dimensional numerical model for simulation movement in water intakes with multiblock option. Department of hydraulic and Environmental Engineering, The Norwegian University of science and Technology, 2006.
Rasaei, M. (2022). Numerical Simulation of the effect of L-shaped spur dike wing length on scouring at a 90 ° bend.. Journal of Hydraulic Structures, 8(1), 67-81. doi: 10.22055/jhs.2022.40476.1211
MLA
Mousa Rasaei. "Numerical Simulation of the effect of L-shaped spur dike wing length on scouring at a 90 ° bend.", Journal of Hydraulic Structures, 8, 1, 2022, 67-81. doi: 10.22055/jhs.2022.40476.1211
HARVARD
Rasaei, M. (2022). 'Numerical Simulation of the effect of L-shaped spur dike wing length on scouring at a 90 ° bend.', Journal of Hydraulic Structures, 8(1), pp. 67-81. doi: 10.22055/jhs.2022.40476.1211
VANCOUVER
Rasaei, M. Numerical Simulation of the effect of L-shaped spur dike wing length on scouring at a 90 ° bend.. Journal of Hydraulic Structures, 2022; 8(1): 67-81. doi: 10.22055/jhs.2022.40476.1211