Abbas, F.M. & Tanaka, N. (2022). Utilization of geogrid and water cushion to reduce the impact of nappe flow and scouring on the downstream side of a levee. Fluids, 7(9), 299-316.
ArefPour, M. & FathiMoghadam, M. )2012(. Investigation of vacuum generation on Balaroud cup launcher using physical model, 4th Iran Water Resources Management Conference, Amirkabir University. (In Persian)
Castillo, L.G., Castro, M., Carrillo, J.M., Hermosa, D., Hidalgo, X. & Ortega, P. (2016). Experimental and numerical study of scour downstream Toachi Dam. In Sustainable Hydraulics in the Era of Global Change, Proceedings of the 4th European Congress of the International Association of Hydroenvironment Engineering and Research, IAHR.
Castillo, L.G. & Carrillo, J.M. (2017). Comparison of methods to estimate the scour downstream of a ski jump.
International Journal of Multiphase Flow,
92(2), 171-180.
Doi.org/10.1016/ j.ijmultiphaseflow.2017.03.006.
Chanson, H. (2014). Embankment dam spillways and energy dissipators, In: Labyrinth and Piano Key Weirs II - PKW 2013. Proceedings of 2nd International Workshop on Labyrinth and Piano Key Weirs PKW 2013, 20-22 Nov., Paris-Chatou, France, CRC Press, 23-37
Chanson, H. (2015). Embankment overtopping protection systems. Acta Geotechnica, 10(2), 305-318.
Chanson, H. & Feleder, S. (2017). Hydraulics of selected hydraulic structures. In: Open Channel Hydraulics, River Hydraulic Structures and Fluvial Geomorphology, Ch. 2, 25-45.
Chen, S.H. (2015). Actions on hydraulic structures and their effect combinations. In: Hydraulic Structures, 139-194. Springer, Berlin, Heidelberg.
https://doi.org/ 10.1007/978-3-662-47331-3_4.
Coombs, R. (2016). A comparison of model techniques at a stepped masonry spillway. Dams and Reservoirs, 26(1), 19-26.
Douglas, K., Pells, S., Fell, R. & Peirson, W. (2018). The influence of geological conditions on erosion of unlined spillways in rock. Quarterly Journal of Engineering Geology and Hydrogeology, 51(2), 219-228.
Fraser, C.N. (2016). Ski-jump energy dissipation: design of a ski-jump to maximise energy dissipation and aeration, Doctoral dissertation, Stellenbosch: Stellenbosch University.
Freitas, M.R. (2020). CFD modelling for the study of structural stability of dams and spillways subject to overtopping, Dissertação de Mestrado em Estruturas e Construção,
http://icts.unb.br/jspui/ handle/10482/36816.
Ghanizadeh, E. & Ghanizadeh, M. (2017). Evaluation of Stability and Performance of Dam Foundations at Static State. European Journal of Sustainable Development, 6(2), 272-2823.
Ghzayel, A. & Beaudoin, A. (2023). Three-dimensional numerical study of a local scour downstream of a submerged sluice gate using two hydro-morphodynamic models, SedFoam and FLOW-3D. Comptes Rendus. Mecanique, 35(2), 525-550.
Haselsteiner, R. & Trifkovic, A. (2019). The redesign of a plunge pool slab for a temporary diversion due to dynamic pressures. In: Sustainable and Safe Dams Around the World/Un monde de barrages durables et sécuritaires, 178-187, CRC Press.
Hojjati, S.H. & Salehi Nishabouri, S.A.A. )2014(. Simulation of the flow on a triangular throwing cup and investigation of the range parameter of the jet exiting from the cup, Proceedings of the Civil Engineering and Sustainable Development, Mashhad. (In Persian)
Khalifehei, K., Azizyan, G., Shafai-Bajestan, M. & Chau, K.W. (2020). Experimental modeling and evaluation sediment scouring in riverbeds around downstream in flip buckets. International Journal of Engineering, 33(10), 1904-1916.
Koen, J., Bosman, D.E. & Basson, G.R. (2019). Artificial aeration on stepped spillways with piers and flares to mitigate cavitation damage, Journal of the South African Institution of Civil Engineering, 61(2), 28-38.
Matos, J. & Meireles, I. (2014). Hydraulics of stepped weirs and dam spillways: Engineering challenges, labyrinths of research. In: ISHS 2014-Hydraulic Structures and Society-Engineering Challenges and Extremes: Proceedings of the 5th IAHR International Symposium on Hydraulic Structures, 1-30. The University of Queensland.
Matos, J., Novakoski, C.K., Ferla, R., Marques, M.G., Dai Pra, M., Canellas, A.V.B. & Teixeira, E.D. (2022). Extreme pressures and risk of cavitation in steeply sloping stepped spillways of large dams. Water, 14(3), 306-318.
Moreira, A.M.B. (2021). Numerical modelling of spillways and energy dissipators using the smoothed particle hydrodynamics method, Doctoral dissertation, Universidade do Porto, Portugal.
Pereira, G.M. (2020). Spillway Design-Step by Step. CRC Press.
Qajarieh, M. (2012). Investigation of pressure fluctuations in the rapid spillway of Jarah Dam, 4th Iran Hydraulic Conference, Amirkabir University, Tehran. (In Persian)
Siskos, Ι (2023). Seismic behaviour of hardfill dams, PhD Thesis, University of Thessaly, http://dx.doi.org/10.12681/eadd/54826.
Torres Mansilla, C. (2018). Numerical Modelling of Hydraulic Free Surface Flows and Scale Effects Associated with Physical Modelling, Doctoral dissertation, University of Leeds.
Wahl, T.L. & Falvey, H.T. (2022). SpillwayPro: integrated water surface profile, cavitation, and aerated flow analysis for smooth and stepped chutes. Water, 14(8), 1256-1264.
Wuthrich, D., Chamoun, S., Bollaert, E.F., De Cesare, G. & Schleiss, A.J. (2021). Experimental and numerical study on scour-protection methods in a stilling basin: Case study of Chancy-Pougny Dam. Journal of Hydraulic Engineering, 147(6), 101-114.
Yamini, O.A., Kavianpour, M.R. & Movahedi, A. )2020(. Performance of hydrodynamics flow on flip buckets spillway for flood control in large dam reservoirs. Journal of Human, Earth and Future, 9(1), 39-47.
Yang, J., Andreasson, P., Teng, P. & Xie, Q. (2019). The past and present of discharge capacity modeling for spillways A Swedish perspective. Fluids, 4(1), 10-19.