Aminian, P., Ahmadi, A. & Emamgholizadeh, S. (2019). Experimental investigation on the deviated sediment and flow to sediment bypass tunnels (SBTs) using submerged plates. Journal of Hydraulic Structures, 5(2), 18–31.
Asadi, M., Monaem, M. & Samani, J., (2024). Evaluation of the effect of the channel width and the opening ratio to the gate width on the sedimentation transport of diversion dam. Engineering Research of Irrigation and Irrigation Systems, 25, 183-206. (In Persian)
Bahmanpouri, F., Montazeri Namin, M. & Omidnaeyini, S.T. (2012). Dam-break flow over erodible bed: An experimental study. In: Proceedings of the 9th International Seminar on River Engineering, Ahvaz, 1–9, https://civilica.com/doc/186589. (In Persian)
Bahmanpour, F., Moeini, M.R., Montazeri Namin, M. & Omidnaeyini, S.T. (2013). Effect of bed level on dam‐break flow over erodible bed: experimental study. In: 12th Iranian Hydraulic Conference, University of Tehran. (In Persian)
Beiramipour, S., Qaderi, K., Rahimpour, M., Ahmadi, M.M. & Kantoush, S.A. (2021). Effect of submerged vanes in front of circular reservoir intake on sediment flushing cone. Proceedings of the Institution of Civil Engineers - Water Management, 174(5), 252-266.
Chen, Y., Yang, J., Yu, J., Fu, Z. & Chen, Q. (2020). Flow expansion and deflection downstream of a symmetric multi-gate sluice structure. KSCE Journal of Civil Engineering, 24, 471–482.
Fields, J., Renshaw, C., Magilligan, F., Dethier, E. & Rossi, R. (2021). A mechanistic understanding of channel evolution following dam removal. Geomorphology, 395, 107971, https://doi.org/10. 1016/j.geomorph.2021.107971.
Gupta, L.K., Pandey, M. & Raj, P.A. (2025). Numerical modeling of scour and erosion processes around spur dike. CLEAN – Soil, Air, Water, 53(3), 2300135, https://doi.org/10.1002/clen.202300135.
Hanmaiahgari, P.R., Gompa, N.R., Pal, D. & Pu, J.H. (2018). Numerical modeling of the Sakuma Dam reservoir sedimentation. Natural Hazards, 91(3), 1075–1096.
Hemmati, M. & Daraby, P. (2019). Erosion and sedimentation patterns associated with restoration structures of bendway weirs. Journal of Hydro-Environment Research, 22, 19–28.
Issakhov, A. & Zhandaulet, Y. (2021). Numerical study of dam-break fluid flow using volume of fluid (VOF) methods for different angles of inclined planes. Simulation, 97(11), 717–737.
Lai, Y.G., Huang, J. & Greimann, B.P. (2024). Hydraulic flushing of sediment in reservoirs: Best practices of numerical modeling. Fluids, 9(2), 38, https://doi.org/10.3390/fluids9020038.
Ministry of Energy (1999). Structural design provisions for diversion weirs, Publication No. 198, Office of Technical Affairs, Organization of Planning and Budget, Tehran, Iran.
Movahedi, A., Kavianpour, M.R. & Aminoroayaie Yamini, O. (2018). Evaluation and modeling scouring and sedimentation around downstream of large dams. Environmental Earth Sciences, 77(8), 320, https://doi.org/10.1007/s12665-018-7487-2.
Queen, R.W. (2018). Morphodynamic modeling of flow and sediment transport over low-head, run-of-river dams. PhD Thesis, Colorado State University.
Shafai Bejestan, M. (2005). Hydraulic sediment, Shahid Chamran University Publisher, Ahvaz, Iran,
Słowik, M., Kiss, K., Czigány, S., Gradwohl-Valkay, A., Dezső, J., Halmai, Á., ... Pirkhoffer, E. (2021). The influence of changes in flow regime caused by dam closure on channel planform evolution: Insights from flume experiments. Environmental Earth Sciences, 80(4), 165. https://doi.org/10.1007/s12665-021-09437-5
Tavakoli, K., Montaseri, H., Omidvar, P. & Evangelista, S. (2019). Numerical simulation of sediment transport in a U-shaped channel with lateral intake: Effects of intake position and diversion angle. International Journal of Modern Physics C, 30(9), 1950071, https://doi.org/10.1142/ S0129183119500712.
Xie, Q., Yang, J., Lundström, T.S. & Chen, J. (2022). Hybrid modeling for solutions of sediment deposition in a low-land reservoir with multi gate sluice structure. Applied Sciences, 12(18), 9144, https://doi.org/10.3390/app12189144.
Yan, X., Wang, Y., Fan, B., Mohammadian, A., Liu, J. & Zhu, Z. (2023). Data-driven modeling of sluice gate flows using a convolutional neural network. Journal of Hydro informatics, 25(5), 1629-1647,
Zaffar, M.W., Hassan, I., Latif, U., Jahan, S. & Ullah, Z. (2023). Numerical investigation of scour downstream of diversion barrage for different stilling basins at flood discharge. Sustainability, 15(14), 11032, https://doi.org/10.3390/su15141103 2.
Zerihun, Y.T. (2024). Numerical modeling of sediment transport and bed evolution in nonuniform open-channel flows. Archives of Hydro-Engineering and Environmental Mechanics, 71(1), 1–26, https://doi.org /10.2478/heem-2024-0001
Zhang, X., Jiao, J., Dou, X., Zhao, X. & Xia, W. (2020). Mathematical model research of the siltation downstream estuary floodgate under the effect of float mud. In: Estuaries and Coastal Zones in Times of Global Change, Singapore.