M.G. Bos, Discharge measurement structures. International Institute for Land Reclamation and Improvement (ILRI) Publication 20 (1989) 3rd Revised Edition Wageningen.
 F.M. Henderson, Open-Channel Flow, Macmillan, New York, (1966).
 J.E. Sargison, A. Percy, Hydraulic of broad-crested weirs with varying side slopes. J. Irrig. Drain. Eng., 135(1) (2009) 115-118.
 N.S. Govinda Rao, D. Muralidhar, Discharge characteristics of weirs of finite-crest width. Houille Blanche, 18(5), (1963) 537-545.
 J. Singer, Square-edged broad-crested weir as a flow measuring device. Water and Water Eng., 68(820), (1964) 229-235
 W.H. Hager, M. Schwalt, Broad-crested weir. J. Irrig. Drain. Eng., 120(1), (1994) 13-26.
 H.M. Fritz, H.W. Hager, Hydraulics of embankment weirs. J. Hydraul. Eng., 124(9), (1998) 963-971.
 M. Johnson, Discharge coefficient analysis for flat-topped and sharp-crested weirs. Irrig Sci 19, (2000) 133–137
 J. Farhoudi, H. Shah Alami, Slope Effect on Discharge Efficiency in Rectangular Broad Crested Weir with Sloped Upstream Face, International Journal of Civil Engineering, 3(1), (2005) 58-65.
 M. Gogus, Z. Defne, V. Ozkandemir, Broad-crested weirs with rectangular compound cross sections, Irrig. Drain. Eng., 132(3), (2006) 272-280
 F. Salmasi, G. Yıldırım, A. Masoodi P. Parsamehr, Predicting discharge coefficient of compound broad- crested weir by using genetic programming (GP) and artificial neural network (ANN) techniques. Arabian Journal of Geosciences. (6), (2013) 2709–2717.
 J. Farhoudi, N. Shokri, Flow from broad crested rectangular weirs with sloped downstream face. 32nd IAHR Congress, Venice, Italy (2007).
 C.A. Gonzalez, H. Chanson, Experimental measurements of velocity and pressure distributions on a large broad-crested weir, J. Flow Measurement and Instrumentation. 18 (3), (2007) 107–113.
 M. Bijankhan, C. Di Stefano, S. Kouchakzadeh, New stage-discharge relationship for weirs of finite crest length, J. Irrig. Drain. Eng., 06013006(8), (2013) 0733-9437
 S.H. Hosseini H. Afshar, Experimental and 3-D numerical simulation of flow over a rectangular broad- crested weir. Int J Eng Adv Tech 2(6), (2014) 2249–8958
 L. Jiang, M. Diao, H. Snu, Y. Ren, Numerical modeling of flow over a rectangular broad-crested weir with a sloped upstream face. Water, 10 (11), (2018) 1663
 C.W. Hirt, B.D. Nichols, Volume of ﬂuid (VOF) method for the dynamics of free boundaries. J. Comput. Phys. 39, (1981) 201–225.
 M. Moradi, M. Fathi Moghadam, L. Davoudi, Experimental investigation of submerged flow over porous embankment weirs with up and downstream slopes. J. Irrig. Sci. and Eng., 42(2), (2020) 187-199, (In Persian).
 F. Salmasi, N. Sabahi, J. Abraham, Discharge coefficients for rectangular broad crested gabion weirs: An experimental study. J. Irrig. Drain. Eng., (2021a)
 A. David, K. James, Free flow and discharge characteristics of trapezoidal-shaped weirs. J. Fluids, 5, (2020) 238-242.
 F. Salmasi, F. Nahrain, J. Abraham, A. Taheri Aghdam, Prediction of discharge coefficients for broad- crested weirs using expert systems, ISH Journal of Hydraulic Engineering, (2021b)
 F. Salmasi, J. Abraham, Discharge coefficients for ogee spillways, Water Supply, ws2022129, (2022)
 Y.T. Zerihun, Free flow and discharge characteristics of trapezoidal-shaped weirs. Fluids, 5(4), (2020) 238
 M. Akbari, F. Salmasi, H. Arvanaghi, M. Karbasi, D. Farsadizadeh, Application of Gaussian Process Regression Model to Predict Discharge Coefficient of Gated Piano Key Weir, Water Resources Management, 33 (11), (2019) 3929–3947
 F. Malekzadeh, F. Salmasi, J. Abraham, H. Arvanaghi, Numerical investigation of the effect of geometric parameters on discharge coefficients for broad-crested weirs with sloped upstream and downstream faces, Applied Water Science, 12, (2022) 110