[1] D. Fread, Flow Routing in Handbook of Hydrology, ed. by DR Maidment. 1993, McGraw-Hill Inc., New York.
[2] M. Morris, CADAM: Concerted Action on Dambreak Modeling – Final Report. HR Wallingford, 2000. Rep. SR 571.
[3] H. Chanson, Environmental Hydraulics for Open Channel Flows. 2004: Elsevier.
[4] A. Ritter, Die Fortpflanzung der Wasserwellen. Zeitschrift des Vereines Deutscher Ingenieure, 1892. 36(33): p. 947-954.
[5] B. Ghimire, Hydraulic Analysis of Free-Surface Flows into Highly Permeable Porous Media and its Applications. 2009.
[6] R.F. Dressler, Hydraulic Resistance Effect Upon the Dam-Break Functions. Vol. 49. 1952: National Bureau of Standards Washington, DC.
[7] G. Lauber, and W.H. Hager, Experiments to Dambreak Wave: Horizontal Channel. Journal of Hydraulic research, 1998. 36(3): p. 291-307.
[8] L.W. Tan, and V.H. Chu, Lagrangian Block Hydrodynamics of Macro Resistance in a River-Flow Model. River Flow 2010, 2010: p. 419-428.
[9] L. Tan, and V.H. Chu, Lauber and Hager's Dam-Break Wave Data for Numerical Model Validation. Journal of hydraulic research, 2009. 47(4): p. 524-528.
[10] S. Mambretti, E. Larcan, and D. De Wrachien, 1D Modelling of Dam-Break Surges with Floating Debris. Biosystems engineering, 2008. 100(2): p. 297-308.
[11] M. Pilotti, M. Tomirotti, G. Valerio, and B. Bacchi, Simplified Method for the Characterization of the Hydrograph Following a Sudden Partial Dam Break. Journal of Hydraulic Engineering, 2010. 136(10): p. 693-704.
[12] T.J., Chang, H.M. Kao, K.H. Chang, and M.H. Hsu, Numerical Simulation of Shallow-Water Dam Break Flows in Open Channels Using Smoothed Particle Hydrodynamics. Journal of Hydrology, 2011. 408(1-2): p. 78-90.
[13] T. Tingsanchali, and W. Rattanapittikon, 2-D Modelling of Dambreak Wave Propagation on Initially Dry Bed. Science & Technology Asia, 1999. p. 28-37.
[14] J. Yan, Z.x. Cao, H.h. Liu, and L. Chen, Experimental Study of Landslide Dam-Break Flood Over Erodible Bed in Open Channels. Journal of Hydrodynamics, 2009. 21(1): p. 124-130.
[15] O. Castro-Orgaz, and H. Chanson, Ritter’s Dry-Bed Dam-Break Flows: Positive and Negative Wave Dynamics. Environmental Fluid Mechanics, 2017. 17(4): p. 665-694.
[16] A. Jozdani, and A.R. Kabiri-Samani, Application of Image Processing Method to Analysis of Flood Behavior Due to Dam Break. 9th Iranian Hydraulic Conference, Univ. of Tarbiat Moddares, 2011.
[17] A. Safarzadeh, Three Dimensional Hydrodynamics of Sudden Dam Break in Curved Channels. Journal of Modares Civil Engineering, 2017. 17(3): p. 77-86.
[18] P.C. Carman, Fluid Flow through Granular Beds. Trans. Inst. Chem. Eng., 1937. 15: p. 150-166.
[19] P. Forchheimer, Wasserbewegung Durch Boden. Z. Ver. Deutsch, Ing., 1901. 45: p. 1782-1788.
[20] S. Ergun, Fluid Flow through Packed Columns. Chem. Eng. Prog., 1952. 48: p. 89-94.
[21] A. Parsaie, S. Dehdar-Behbahani, and A.H. Haghiabi, Numerical Modeling of Cavitation on Spillway’s Flip Bucket. Frontiers of Structural and Civil Engineering, 2016. 10(4): p. 438-444.
[22] S. Dehdar-Behbahani, and A. Parsaie, Numerical Modeling of Flow Pattern in Dam Spillway’s Guide Wall. Case study: Balaroud dam, Iran. Alexandria Engineering Journal, 2016. 55(1): p. 467-473.
[23] A. Parsaie, A.H. Haghiabi, and A. Moradinejad, CFD Modeling of Flow Pattern in Spillway’s Approach Channel. Sustainable Water Resources Management, 2015. 1(3): p. 245-251.
[24] S. Najafyan, H. Younesi, A. Parsai, and P.H. Torabi, Physical and Numerical Modeling of Flow in Heterogeneous Roughness Non-Prismatic Compound Open Channel. Irrigation and Drainage Structures Engineering Research, 2016. 17(66): p. 87-104.
[25] S. Najafian, H. Younesi, A. Parsaei, and P.H. Torabi, Physical and Numerical Modeling of Flow Properties in Prismatic Compound Open Channel With Heterogeneous Roughness. Irrigation and Drainage Structures Engineering Research, 2017. 18(68): p. 1-16.
[26] A. Safarzadeh, and S.H. Mohajeri, Hydrodynamics of Rectangular Broad-Crested Porous Weirs. Journal of Irrigation and Drainage Engineering, 2018. 144(10): p. 04018028.
[27] M. Fathi-moghaddam, M.T. Sadrabadi, and M. Rahmanshahi, Numerical Simulation of the Hydraulic Performance of Triangular and Trapezoidal Gabion Weirs in Free Flow Condition. Flow Measurement and Instrumentation, 2018. 62: p. 93-104.
[28] A. Parsaie, A. Moradinejad, and A.H. Haghiabi, Numerical Modeling of Flow Pattern in Spillway Approach Channel. Jordan Journal of Civil Engineering, 2018. 12(1).