[Capart, H., Young, D., 2002. Two-layer shallow water computations of torrential geomorphic flows. In: Bousmar, D., Zech, Y. (Eds.): Proc. Int. Conf. River Flow 2002. Balkema Rotterdam, Vol. 2, pp. 1003–1012.]Search in Google Scholar
[Evangelista, S., Altinakar, M.S., Di Cristo, C., Leopardi, A., 2013a. Simulation of dam-break waves on movable beds using a multi-stage centered scheme. Int. J. Sediment Res., 28, 3, 269–284.10.1016/S1001-6279(13)60039-6]Search in Google Scholar
[Evangelista, S., Greco, M., Iervolino, M., Leopardi, A., Vacca, A., 2013b. A new algorithm for unstructured grids and bank-failure mechanisms in morphodynamic models. In: Proc. XXXV IAHR Intern. Biennial Congress. Tsinghua University Press, Tsinghua, pp. 1–9.]Search in Google Scholar
[Evangelista, S., de Marinis, G., Di Cristo, C., Leopardi, A., 2014a. Dam-break dry granular flows: Experimental and numerical analysis. WSEAS Trans. Environ. Dev., 10, 382–392.]Search in Google Scholar
[Evangelista, S., Leopardi, A., Mingarelli, M., 2014b. Dike erosion due to a sudden-wave overtopping: Preliminary results. In: Proc. Int. Conf. River Flow 2014. IAHR, Lausanne, Switzerland, pp. 1661–1667.10.1201/b17133-221]Search in Google Scholar
[Evangelista, S., 2015. Experiments and numerical simulations of dike erosion due to a wave impact. Water, 7, 10, 5831–5848.10.3390/w7105831]Search in Google Scholar
[Evangelista, S., Di Cristo, C., Leopardi, A., de Marinis, G., 2015a. Experiments of dike erosion due to a wave impact. In: Proc. 8th WSEAS Int. Conf. on Environmental and Geological Science and Engineering (EG '15). WSEAS Press, pp. 38–44. ISBN: 978-1-61804-314-6.]Search in Google Scholar
[Evangelista, S., Giovinco, G., Wanik, L., 2015b. Single vs multi parameter calibration for the numerical simulation of submerged flows in jet grouting applications. International Journal of Mechanics, 9, 252–259, ISSN: 1998-4448.]Search in Google Scholar
[Evangelista, S., Greco, M., Iervolino, M., Leopardi, A., Vacca, A., 2015c. A new algorithm for bank-failure mechanisms in 2d morphodynamic models with unstructured grids. Int. J. Sediment Res., 30, 4, 382–391.10.1016/j.ijsrc.2014.11.003]Search in Google Scholar
[Finley, J.R., Pintér, J.D., Satish, M.G., 1998. Automatic model calibration applying global optimization techniques. Environ. Model. & Assess., 3, 1, 117–126.10.1023/A:1019010822186]Search in Google Scholar
[Garegnani, G., Rosatti, G., Bonaventura, L., 2011. Free surface flows over mobile bed: Mathematical analysis and numerical modeling of coupled and decoupled approaches. Communications in Applied and Industrial Mathematics, 2, 1, 1–22.]Search in Google Scholar
[Greco, M., Iervolino, M., Leopardi, A., 2008. Discussion on divergence form for bed slope source term in shallow water equations. J. Hydraul. Eng., ASCE, 134, 676–678.10.1061/(ASCE)0733-9429(2008)134:5(676)]Search in Google Scholar
[Greco, M., Iervolino, M., Leopardi, A., Vacca, A., 2012. A two-phase model for fast geomorphic shallow flows. Int. J. Sediment Res., 27, 409–425.10.1016/S1001-6279(13)60001-3]Search in Google Scholar
[Harten, A., Lax, P.D., van Leer, B., 1983. On upstream differencing and Godunov-type schemes for hyperbolic conservation laws. SIAM Rev., 25, 35–61.10.1137/1025002]Search in Google Scholar
[Kleidorfer, M., Möderl, M., Fach, S., Rauch, W., 2009. Optimization of measurement campaigns for calibration of a conceptual sewer model. Water Sci Technol., 59, 8, 1523–1530.10.2166/wst.2009.15419403965]Search in Google Scholar
[Li., J., Cao, Z., Pender, G., Liu, Q., 2013. A double layer-averaged model for dam-break flows over mobile bed. J. Hydraul. Res., 51, 5, 518–534.10.1080/00221686.2013.812047]Search in Google Scholar
[Lo, D.-C., Wei, C.-C., Tsai, E.-P., 2015. Parameter automatic calibration approach for neural-network-based cyclonic precipitation forecast models. Water, 7, 7, 3963–3977.10.3390/w7073963]Search in Google Scholar
[Nelder, J.A., Mead, R., 1965. A simplex method for function minimization. The Computer Journal, 7, 4, 308–313.10.1093/comjnl/7.4.308]Search in Google Scholar
[Rosatti, G., Begnudelli, L., 2013. A closure-independent generalized Roe solver for free-surface, two-phase flows over mobile bed. J. Comput. Phys., 255, 362–383.10.1016/j.jcp.2013.08.020]Search in Google Scholar
[Savary, C., Zech, Y., 2007. Boundary conditions in a two-layer geomorphological model: Application to a hydraulic jump over a mobile bed. J. Hydraul. Res., 45, 3, 316–332.10.1080/00221686.2007.9521766]Search in Google Scholar
[Scilab, 2012. G1 - Scilab Enterprises, Scilab: Free and Open Source software for numerical computation. Version 5.5.2. http://www.scilab.org.]Search in Google Scholar
[Smith, P.J., Dance, S.L., Baines, M.J., Nichols, N.K., Scott, T.R., 2009. Variational data assimilation for parameter estimation: application to a simple morphodynamic model. Ocean Dynamics, 59, 697–708.10.1007/s10236-009-0205-6]Search in Google Scholar
[Smith, P.J., Thornhill, G.D., Dance, S.L., Lawless, A.S., Mason, D.C., Nichols, N.K., 2013. Data assimilation for state and parameter estimation: application to morphodynamic modeling. Q. J. R. Meteorol. Soc., 139, 671, 314–327.10.1002/qj.1944]Search in Google Scholar
[Swartenbroekx, C., Soares-Frazão, S., Staquet, R., Zech, Y., 2010. Two-dimensional operator for bank failures induced by water-level rise in dam-break flows. J. Hydraul. Res., 48, 3, 302–314.10.1080/00221686.2010.481856]Search in Google Scholar