Ai, C., Ma, Y., Ding, W., Xie, Z. & Dong, G. (2022). Three-dimensional non-hydrostatic model for dam-break flows. Physics of Fluids, 34(2), 022105, https://doi.org/10.1063/5.0081094.
Cao, Z., Pender, G., Wallis, S. & Carling, P. (2014). Computational Dam-Break Hydraulics over Erodible Sediment Bed. J. Hydraul. Eng., 130, 689-703.
Capart H. & Young D.L. (1998). Formation of a jump by the dam-break wave over a granular bed. J. Fluid. Mech, 372, 165–187.
Fraccarollo, L. & Capart, H. (2002). Riemann wave description of erosional dam-break flows. Journal of Fluid Mechanics, 461, 183–228.
Garoosi, F., Mellado-Cusicahua, A.N., Shademani, M. & Shakibaeinia, A. (2022). Experimental and numerical investigations of dam break flow over dry and wet beds. International Journal of Mechanical Sciences, 215, 106946, https://doi. org/10.1016/j.ijmecsci.2021.106946.
Graham, W.J. (1999). A Procedure for Estimating Loss of Life Caused by Dam Failure. U.S. Department of Interior Bureau of Reclamation Dam Safety Office Denver, Colorado, USA.
Greimann, B., Lai, Y. & Huang, J. (2008). Two-dimensional total sediment load model equations. Journal of Hydraulic Engineering, 134(8), 1142-1146.
Goutiere L., Soares-Frazão S. & Zec, Y. (2011). Dam-break flow on mobile bed in abruptly widening channel: Experimental data. J. Hydraul. Res., 49(3), 367–371.
International Commission on Large Dams (1995). Dam failures statistical analysis. Bulletin 99, Paris, France.
Issakhov, A. & Zhandaulet, Y. (2020). Numerical Study of Dam Break Waves on Movable Beds for Complex Terrain by Volume of Fluid Method. Water Resources Management, 34(2), 463-480.
Khoshkonesh, A., Daliri, M., Riaz, K., Dehrashid, F.A., Bahmanpouri, F. & Di Francesco, S. (2022). Dam-break flow dynamics over a stepped channel with vegetation. Journal of Hydrology, 613, 128395, https://doi.org/10.1016/j.jhydrol.2022. 128395.
Khosravi, K., Habibnejad, M., Shahedi, K., Chegini, A. & Tiefenbacher, J.P. (2020). Experimental investigation of bed evolution resulting from dam break. Journal of Hydraulic Structures, 6(2), 23-33.
Kocaman, S., Evangelista, S., Guzel, H., Dal, K., Yilmaz, A. & Viccione, G. (2021). Experimental and numerical investigation of 3d dam-break wave propagation in an enclosed domain with dry and wet bottom. Applied Sciences, 11(12), 5638, https://doi.org/10.3390/app11125638.
Liu, Y., Yang, C. & Chen, X. (2022). Experimental study of bed morphology evolution under two-dimensional dam-break flow. Journal of Hydraulic Research, 60(3), 496-503.
McMullin, N. (2015). Numerical and experimental modeling of dam break interaction with a sediment bed, PhD thesis, University of Nottingham.
Pritchard, D. & Hogg, A. (2002). On sediment transport under dam break flow. J. Fluid Mech., 473, 265-274.
Qian H., Cao Zh., Liu H. & Pender G. (2017). New experimental dataset for partial dam break floods over mobile beds. J. Hydraul Res., 56(1), https://doi.org/10.1080/00221686.2017.1289264.
Razavitoosi, S.L., Ayyoubzadeh, S.A. & Valizadeh, A. (2014). Two-phase SPH modelling of waves caused by dam break over a movable bed. International Journal of Sediment Research, 29(3), 344–356.
Rodi, W. (2017). Turbulence modeling and simulation in hydraulics: A historical review. Journal of Hydraulic Engineering, 143(5), 03117001, https://doi.org/10.1061/(ASCE)HY. 1943- 7900.0001288
Selim, T., Hesham, M. & Elkiki, M. (2022). Effect of sediment transport on flow characteristics in non-prismatic compound channels. Ain Shams Engineering Journal, 13(6), 101771, https://doi.org/10.1016/j.asej.2022.101771.
Soares-Frazão S., Canelas R., Cao Z., Cea L., Chaudhry H.M., Moran A.D. & Zech, Y. (2012). Dam-break flows over mobile beds: Experiments and benchmark tests for numerical models. J. Hydraul. Res., 50(4), 364–375.
Stoker, J.J. (1957). Water waves, Wiley-Interscience, New York.
Wang, B., Liu, W., Wang, W., Zhang, J., Chen, Y., Peng, Y., Liu, X. & Yang, S. (2020). Experimental and numerical investigations of similarity for dam-break flows on wet bed. Journal of Hydrology, 583, 124598, https://doi.org/10.1016/j.jhydrol.2020. 124598.
Wang, B., Zhang, J., Chen, Y., Peng, Y., Liu, X. & Liu, W. (2019). Comparison of measured dam-break flood waves in triangular and rectangular channels. Journal of Hydrology, 575, 690-703.
Wu, G., Yang, Z., Zhang, K., Dong, P. & Lin, Y.-T. (2018). A Non-Equilibrium Sediment Transport Model for Dam Break Flow Over Moveable Bed Based on Non-Uniform Rectangular Mesh. Water, 10(5), 616, https://doi.org/10.3390/w10050616.
Wu, W. (2007). Computational river dynamics. Crc Press.
Wu, W. & Wang, S.S. (2007). One-dimensional modeling of dam-break flow over movable beds. Journal of Hydraulic Engineering, 133(1), 48-58.
Wu, W. (2004). Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels. Journal of Hydraulic Engineering, 130(10), 1013-1024.
Zhang, Y., Li, Z., Wang, J., Ge, W. & Chen, X. (2022). Environmental impact assessment of dam-break floods considering multiple influencing factors. Science of The Total Environment, 837, 155853, https://doi.org/10.1016/j.scitotenv.2022. 155853.
)