Biabani, R. Salmasi, F. Nouri, M. and Abraham, J. (2022). Flow over embankment gabion weirs in free flow conditions. Journal of Hydro-environment Research, 44, 65-76.
Fathi-Moghaddam, M., Tavakol Sadrabadi M. and Rahmanshahi M. (2018). Numerical simulation of the hydraulic performance of triangular and trapezoidal gabion weirs in free flow condition. Flow Measurement and Instrumentation, 62 (2018), 93–104.
Ferreira, C. (2001a). Gene expression programming in problem solving. Proceedings of the 6th Online World Conf. on Soft Computing in Industrial Applications, 635-653.
Ferreira, C. (2001b). Gene expression programming: A new adaptive algorithm for solving problems. Complex Systems, 13(2), 87-129.
Fritz, H.M. and Hager, W.H. (1998). Hydraulics of embankment weirs. Journal of Hydraulic Engineering, 124(9), 963-971.
Hager, W. and Schwalt, M. (1994). Broad crested weir. Journal of Irrigation and Drainage Engineering, 120(1), 13–26.
Kells, J.A. (1993). Spatially varied flow over rockfill embankments. Canadian Journal of Civil Engineering, 20(5), 820–827.
Kells, J.A. (1994). Reply on discussion of spatially varied flow over rockfill embankments. Canadian journal of civil engineering, 21(1), 163–166.
Leu, J.M., Chan, H.C. and Chu, M.S. (2008). Comparison of turbulent flow over solid and porous structures mounted on the bottom of a rectangular channel. Flow Measurement and Instrumentation, 19(6), 331-337.
Michioku, K., Maeno, S., Furusawa, T. and Haneda, M. (2005). Discharge through a permeable rubble mound weir. Journal of Hydraulic Engineering, 131(1), 1–10.
Mohamed, H. (2010). Flow over gabion weirs. Journal of Irrigation and Drainage Engineering, 136(8), 573-577.
Mohammadpour, R., Ghani, A.A. and Azamathulla, H.M. (2013). Numerical modeling of 3-D flow on porous broad crested weirs. Applied Mathematical Modelling, 37(22), 9324-9337.
Rahmanshahi, M. and Shafai Bejestan, M. (2020). Gene-Expression Programming Approach for Development of a Mathematical Model of Energy Dissipation on Block Ramps. Journal of Irrigation and Drainage Engineering, 146(2), 04019033.
Roushangar, K., Akhgar, S., Salmasi, F. and Shiri, J. (2014). Modeling energy dissipation over stepped spillways using machine learning approaches, Journal of Hydrology, 508, 254-265.
Safarzadeh, A. and Mohajeri. S.H. (2018). Hydrodynamics of rectangular broad-crested porous weirs. Journal of Irrigation and Drainage Engineering, 144(10), 04018028, https://doi.org /10.1061/(ASCE)IR.1943-4774.0001338.
Salmasi, F., Sabahi, N. and Abraham J. (2021). Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: Experimental Study. Journal of Irrigation and Drainage Engineering, 147(3), 04021001,
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001535.
Shariq, A., Hussain, A. and Ahmad, Z. (2020). Discharge equation for the gabion weir under through flow condition. Flow Measurement and Instrumentation, 74, 101769, https://doi.org/10. 1016/j.flowmeasinst.2020.101769.
Shariq, A. Hussain, A. and Ahmad, Z. (2022). Flow over gabion weir under free and submerged flow conditions. Flow Measurement and Instrumentation, 102199, https://doi.org/10.1016/j.flowmeasinst. 2022.102199.