ندرخانلو،و.، صمدی،ر.ع.، مظاهری،م و سپهری،ج. ۱۳۹۳. شبیهسازی عددی و آزمایشگاهی سیلاب ناشی از شکست سد. سیزدهمین کنفرانس هیدرولیک ایران، 23-21 آبان، دانشگاه تبریز، تبریز، ایران.
Ali,M., Sterk,G., Seeger,M., Boersema,M., and Peters,P. 2012. Effect of hydraulic parameters on sediment transport capacity in overland flow over erodible beds.
Hydrology and Earth System Sciences. 16.2: 591-601.
Amoudry,L.O and Liu,P.L.-F. 2009. Two-dimensional two-phase granular sediment transport model with applications to scouring downstream of an apron. Coastal Engineering. 56.7: 693-702.
Anon,Y. 2012. Dam-break flows over mobile beds: Experiments and benchmark tests for numerical models. International association for hydraulic research (IAHR) working group for dam-break flows over mobile beds. Journal of hydraulic engineering. 50.4: 364-375.
Cao,Z., Pender,G., Wallis,S and Carling,P. 2004. Computational dam-break hydraulics over erodible sediment bed. Journal of hydraulic engineering. 130.7: 689-703.
Cao,Z., Li,Z., Pender,G and Hu,P. 2012. Non-capacity or capacity model for fluvial sediment transport. Water Management, 165.4:193-211.
Capart,H and Young,D.L. 1998. Formation of jump by the dam-wave over a granular bed. Journal of Fluid Mechanics. 372: 165-187.
Capart,H and Young,D.L. 2002. Two-layer shallow water computations of torrential flows. In Proceedings of River Flow. Balkema Lisse Netherlands.1003-1012.
Formann,E., Habersack,H.M and Schober,St. 2007. Morphodynamic river processes and techniques for assessment of channel evolution in Alpine gravel bed rivers. Geomorphology. 90.3-4: 340-355.
Fraccarollo,L and Capart,H. 2002. Riemann wave description of erosional dam break flows. Journal of Fluid Mechanics. 461: 183-228.
Greco,M., Iervolino,M., Leopardi,A and Vacca,A. 2012. A two-phase model for fast geomorphic shallow flows. International Journal of Sediment Research. 27.4: 409-425.
Haltas,I., Tayfur,G., Elci,E. 2016. Two-dimensional numerical modeling of flood wave propagation in an urban area due to dam-break,Izmir, Turkey. Natural Hazards. 81.3: 2103-2119.
Longo,S. 2005. Two-phase flow modeling of sediment motion in sheet flows above plane beds. Journal of hydraulic engineering. 131.5: 366-379.
Larocque,L.A., Imran,J.,
Chaudhry,M.H. 2013. 3D numerical simulation of partial breach dam-break flow using the LES and k–ϵ turbulence models. Journal of Hydraulic Research. 51.2:145-157.
Marsooli,R and Wu,W. 2014. 3-D finite-volume model of dam-break flow over uneven beds based on VOF method. Advances in Water Resources. 70: 104–117.
Pasquale,N., Perona,P., Schneider,P., Shrestha,J., Wombacher,A and Burlando,P. 2011. Modern comprehensive approach to monitor the morphodynamic evolution of a restored river corridor.
Hydrology and Earth System Sciences. 15.4: 1197-1212.
Paquier,A and Goutal,N. 2016. Dam and levee failures: an overview of food wave propagation modeling. La Houille Blanche - Revue internationale de l'eau, EDP Sciences. 5-12.
Wu,W., Wang,S.S.Y and Jia,Y. 2000. Non-uniform sediment transport in alluvial rivers. Journal of Hydraulic Research. 38.6: 427–434.
Wu,W and Wang,S.S.Y. 2007. One-dimensional modeling of dam break flow over movable beds Journal of hydraulic engineering. 133.1: 48–58.
Wu,W. Marsooli,R and He,Z. 2012. A depth-averaged two-dimensional model of unsteady flow and sediment transport due to noncohesive embankment break/breaching. Journal of hydraulic engineering. 138.6: 503–516.
Yang,C., Lin,B.L., Jiang,C.B and Liu,Y. 2010. Predicting near-field dam-break flow and impact force using a 3D model. Journal of Hydraulic Research. 48.6: 784-792.
Xia,J., Lin,B., Falconer,A and Wang,G. 2010. Modeling dam-break flows over mobile beds using a 2D coupled approach. Advances in Water Resources. 33.2: 171-183.
Zhang,S., Duan,J and Strelkoff,T. 2013. Grain-scale nonequilibrium sediment-transport model for unsteady flow. Journal of hydraulic engineering. 139.1: 22–36.
Zima,P. 2007. Two-dimensional vertical analysis of dam-break flow. Task Q., 11.4: 315-328.