منتصری، ح و ح. آسیایی. 1393. ارزیابی دقت مدل سهبعدی SSIIM2 در شبیهسازی میدان جریان در کانال قوسی U شکل با آبگیر جانبی. نشریه پژوهشهای حفاظت آب و خاک، جلد بیست و یکم، شماره چهارم، ص 29-53.
Abed, K. R., H. Hobi and A. J. Jihad. 2014. Numerical Modeling of Sediment Transport Upstream of AlGhammas Barrage. International Journal of Scientific & Engineering Research, 5(11): 469-477.
Arvandi, S., A. Khosrojerdi, M. Rostami and H. Baser. 2013. Simulation of interaction of side weir overflows with bed-load transport and bed morphology in a channel (SSIIM2.0). International Journal of Water Resources and Environmental Engineering, 5(5): 255-261.
Bradbrook, K.F., S.N. Lane, K.S. Richards, P. M. Biron and A. G. Roy. 2001. Role of bed discordance at asymmetrical river confluences, J. Hydraulic Engineering, ASCE, 127(5): 351-368.
Chow, V. T. 1959. Open Channel Hydraulics New York: McGraw-Hill.
Elsaeed, G. H. 2011. Validating SSIIM 3-D Numerical Model to Calculate Local Scour around Bridge Piers. International Journal of Academic Research, 3(3): 501-505.
EsMAPEili, T., S. A. Kantoush, A. J. Schleiss, and S. Haun. 2014. Three-dimensional numerical modeling of flow field in rectangular shallow reservoirs. Reservoir Sedimentation – Schleiss et al. (Eds). Pp. 11-19
Ghobadian, R., and K. Mohammadi. 2011. Simulation of subcritical flow pattern in 180° uniform and convergent open-channel bends using SSIIM 3-D model. International Journal of Water Science and Engineering, 4(3): 270-283.
Huang, S. L., Y. F. Jia, and S. Y. Wang. 2006. Numerical Modeling of Suspended Sediment Transport in Channel Bends. Journal of Hydrodynamics, 18(4): 411-417.
Launder, B. E., and D. B. Spalding. 1974. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 3(2): 269-289
Leschziner, M. An and W. Rodi. 1979. Calculation of strongly curved open channel flow. Journal of the Hydraulic Division, 105(10): 1297-1314.
Lien, H. C., J. C. Yang, K. C. Yeh and T. Y. Hsieh. 1999. Bend-flow simulation using 2D depth-averaged model. Journal of Hydraulic Engineering (ASCE), 125(10): 1097-1108.
Mockmore, C. E. 1994. Flow around bends in stable channels. Transactions of the American Society of Civil Engineers, 1(109): 593-618.
NajiAbhari, M., M. Ghodsian, M. Vaghefi and N. Panahpur. 2010. Experimental and numerical simulation of flow in a 90° bend. Journal of Flow Measurement and Instrumentation, 21(3):292-298.
Raeiszadeh, H., S. Boroomand-Nasab and H. Moazed. 2014. Numerical and Three-dimensional Modeling of Flow on Floodplains Covered with Vegetation by Sediment Simulation in Intakes with Multiblock Options (SSIIM) Software, 6(9): 24-30
Rozovskii, I. L. 1957. Flow of Water in Bend of Open Channel. Kiev: Institute of Hydrology and Hydraulic Engineering, Academy of Sciences of the Ukrainian SSR.
Ruther, N. 2006. Computational Fluid Dynamics in Fluvial Sedimentation Engineering, Year, Ph. D. Dissertation.Norwegian University of Science and Technology.
Schlichting, H. 1979. Boundary Layer Theory. 7th ed. New York: McGraw-Hill.
Zhang, J., E. T. M. Andrés and Q. Zhang. 2014. Developments in computational fluid dynamics based modeling for disinfection technologies over the last two decades: A review. Journal of Environmental Modelling & Software 58: 71-85