Asadinia, M., Khozeymehnezhad, H. & Akbari, M. (2024). Estimating the Discharge Coefficient in a Model of the Triangular-Rectangular Combined Weir and Sliding Gate. Journal of Hydraulics, 19(1), 51-66. (In Persian)
Bani Tamim, N. & Haideranjad, M. (2019). Experimental and numerical investigation of flow coefficient in parabolic zigzag spillways. Environment and Water Engineering, 7(3), 386-397. (in Persian)
El-Hamid, A., Negm, A. & Waheed, E. (1997). Simultaneous flow over weirs and below gates. Civil Engineering Research Magazine, 17(7). 62-71.
Esmaeili Varaki, M., Shafaat Talab Dehghani, H. & Ashrafzadeh, A. (2016). Experimental study of the effect of geometry and upstream channel bed level on the discharge coefficient of flow in trapezoidal labyrinth weirs. Journal of Hydraulics, 11(2), 61-76. (In Persian)
Hay, N. & Taylor, G. (1970). Performance and design of labyrinth weirs. J. Hydr. Engrg., ASCE, 96(11), 2337-2357.
Emami, S., Arounqi, H. & Parsa, J. (2013). Numerical investigation of flow in weirs with triangular and curved plan using Fluent software. Specialized Quarterly Journal of Water Science and Engineering, 4(9), 63-76. (in Persian)
Emami, S., Arvanaghi, H. & Parsa, J. (2014). Numerical study of flow of labyrinth weir with triangular and curved plan form using Fluent software. Journal of Water Science & Engineering, 4(9), 63-76. (In Persian)
Hassan, F., Khassaf, S. & Hassan, A. (2015). Determining the Coefficient of Discharge due to Flow over Combined Weir and below Gates, Kufa Journal of Engineering, 7(1), 115-128.
Heydarpoor, M., Razavian, S.H. & Hosseini, Y. (2014). Study of Simultaneous Flow over Sharp-Crested Trapezoidal Weir and Below Sluice Gate. JWSS - Isfahan University of Technology, 18(68), 147-156. (In Persian)
Khassaf, S. & Abbas, H. (2013). Study the free flow over compound weir and below semicircular gate. Int. J. Science Engineering Research., 4(10), 1486-1491.
Mesbah Gharretape, S., Khozeymehnezhad, H. & Dasturani, M. (2023). Investigating the hydraulic conditions and determining the discharge coefficient of the semi-circular-rectangular overflow structure and sliding valve using a laboratory model. Advanced Technologies in Water Productivity, 3(4), 61-79. (In Persian)
Nikpiek, P. & Kashefipour, S.M. (2016). Effect of the hydraulic conditions and structure geometry on mathematical modelling of discharge coefficient for duckbill and oblique weirs. Irrigation Sciences and Engineering, 39(1), 1-10. (In Persian)
Pashazadeh, M., Heydarpour, M., Seqaiannejad, H. & Razavian, H. (2015). Investigating the simultaneous flow under the sliding valve and on the trapezoidal spillway in the circular channel. Engineering Research of Irrigation and Drainage Structures, 17(67), 70-80.
Pesarakloo, M. & Emadi, A. (2017). Study the Hydraulic Flow on the Compound Structure of Weir-Gate with Compound Weir of Circular-Trapezoidal Rectangular. Research Journal of Irrigation and Drainage Structures Engineering, 19(71), 99-112. (In Persian)
Shafai-Bajestan, M. (2005). Basic concepts and application of physical hydraulic modeling, Shahid Chamran University press, Ahvaz, Iran, 268p. (In Persian)
Tajari, M., Dehghani, A.A. & Meftahhalaghi, M. (2019). Simulation of Sedimentation Pattern in Upstream of Duckbill Weirs Using Submerged Vanes. Journal of Civil Engineering, 33(2), 2-18. (In Persian)