Altan-Sakarya, A.B. & Kökpınar, M.A. (2013). Computation of discharge for simultaneous flow over weirs and below gates (H-weirs). Flow Measurement and Instrumentation, 29, 32-38.
Ali, M.S., Qadri, A. & Mansoor, T. (2015). Flow characteristics of a triangular sharp crested weir. In: HYDRO 2015 International Conference, Roorkee, India.
Al-Suhili, R.H. & Shwana, A.J. (2013). Prediction of the discharge coefficient for a Cipolletti weir with rectangular bottom opening. Journal of Engineering Research and Applications, 4(1), 80-89.
Akhbari, A., Zaji, A.H., Azimi, H. & Vafaeifard, M. (2017). Predicting the discharge coefficient of triangular plan form weirs using radian basis function and M5’methods. Journal of Applied Research in Water and Wastewater, 4(1), 281-289.
Achour, B. & Amara, L. (2022). Triangular Broad Crested Weir Theory and Experiment. Larhyss Journal, ISSN 1112-3680, 49, 37-66.
Alhamid, A., Negm, A.-A. M. & Al-Brahim, A. (1997). Discharge equation for proposed self-cleaning device. Journal of King Saud University-Engineering Sciences, 9(1), 13-23.
Balouchi, B. & Rakhshandehroo, G. (2018). Using physical and soft computing models to evaluate discharge coefficient for combined weir–gate structures under free flow conditions. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 42, 427-438.
Balouchi, B. & Zinivand, M. (2012). Experimental investigation on discharge coefficient for combined structure of weir-gate under flood conditions. Water and Soil Science, 22(2), 152-164.
Chanson, H. (2010). Discussion of “Hydraulics of Broad-Crested Weirs with Varying Side Slopes” by JE Sargison and A. Percy. Journal of Irrigation and Drainage Engineering, 136(7), 508-509.
Ferro, V. (2000). Simultaneous flow over and under a gate. Journal of Irrigation and Drainage Engineering, 126(3), 190-193.
Hoseini, S.H. (2014). Experimental investigation of flow over a triangular broad-crested weir. ISH Journal of Hydraulic Engineering, 20(2), 230-237.
Hayawi, H., Yahia, A. & Hayawi, G. (2008). Free combined flow over a triangular weir and under rectangular gate. Damascus University Journal, 24(1), 9-22.
Negm, A.-A.M., Al-Brahim, A. & Alhamid, A. (2002). Combined-free flow over weirs and below gates. Journal of Hydraulic Research, 40(3), 359-365.
Negm, A. (1995). Characteristics of combined flow over weirs and under gates with unequal contractions. In: Advances in Hydroscience and Engineering, Tsinghua University Press, Beijing, China, 285-292.
Pesaraklo, M. & Emadi, A. (2015). The experimental investigation of combined flow in sharp crested weir and gate in the state of compound weir. The 2nd National Conference on Water, Human and Land. (In Persian)
Piratheepan, M., Winston, N. & Pathirana, K. (2006). Discharge measurements in open channels using compound sharp-crested weirs. Journal of the Institution of Engineers, Sri Lanka, 40(3), 31-38.
Shabani, E., Zahiri, A., Dehghani, A.A. & Meftah Halghi, M. (2018). Experimental investigation of flow discharge coefficient for combined system of compound weirs-orifices. Journal of Water and Soil Conservation, 25(3), 209-224.
Salehi, S. & Azimi, A.H. (2019). Discharge characteristics of weir-orifice and weir-gate structures. Journal of Irrigation and Drainage Engineering, 145(11), 04019025, https://doi.org/ 10.1061/(ASCE)IR.1943-4774.0001421.
