1. Fraccarollo L, Toro EF. Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems. Journal of hydraulic research. 1995;33(6):843-64.
2. Soares-Frazão S, Zech Y. Experimental study of dam-break flow against an isolated obstacle. Journal of Hydraulic Research. 2007;45(sup1):27-36.
3. Lauber G, Hager WH. Experiments to dambreak wave: Horizontal channel. Journal of Hydraulic research. 1998;36(3):291-307.
4. Ferrari A, Fraccarollo L, Dumbser M, Toro E, Armanini A. Three-dimensional flow evolution after a dam break. Journal of Fluid Mechanics. 2010;663:456-77.
5. Ozmen-Cagatay H, Kocaman S. Dam-break flows during initial stage using SWE and RANS approaches. Journal of Hydraulic Research. 2010;48(5):603-11.
6. Biscarini C, Di Francesco S, Manciola P. CFD modelling approach for dam break flow studies. Hydrology and Earth System Sciences. 2010;14(4):705.
7. Bellos V, Hrissanthou V. Numerical simulation of a dam-break flood wave. European Water. 2011;33:45-53.
8. Soares-Frazão S. Experiments of dam-break wave over a triangular bottom sill. Journal of Hydraulic Research. 2007;45(sup1):19-26.
9. Marsooli R, Zhang M, Wu W, editors. Vertical and horizontal two-dimensional numerical modeling of dam-break flow over fixed beds. World
Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability; 2011.
10. Ozmen-Cagatay H, Kocaman S. Dam-break flow in the presence of obstacle: experiment and CFD simulation. Engineering Applications of Computational Fluid Mechanics. 2011;5(4):541-52.
11. Oertel M, Bung DB. Initial stage of two-dimensional dam-break waves: laboratory versus VOF. Journal of Hydraulic Research. 2012;50(1):89-97.
12. Ozmen-Cagatay H, Kocaman S. Investigation of dam-break flow over abruptly contracting channel with trapezoidal-shaped lateral obstacles. Journal of Fluids Engineering. 2012;134(8):081204.
13. Holzinger G. CD-Laboratory-Particulate Flow Modelling Johannes Kepler University, Linz, Austria. 2014.
14. Shih T-H, Liou WW, Shabbir A, Yang Z, Zhu J. A new k-ε eddy viscosity model for high reynolds number turbulent flows. Computers & Fluids. 1995;24(3):227-38.
15. Bremhorst K. Modified form of the kw model for predicting wall turbulence. Journal of Fluid Engineering. 1981;103:456-60.
16. Europe F. GAMBIT users’ manual. Version. 2001.
17. Hirt CW, Nichols BD. Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of computational physics. 1981;39(1):201-25.
18. Chang S-C. Courant number insensitive CE/SE schemes. AIAA paper. 2002;3890:2002.
19. Jasak H. OpenFOAM: open source CFD in research and industry. International Journal of Naval Architecture and Ocean Engineering.
2009;1(2):89-94.