Abdolpour, M. & Mohammadzadeh-Habili, J. (2025). Influences of Sedimentation on Hydraulic Characteristics of Ogee Weir. Iran J Sci Technol Trans Civ Eng., 50, 3053-3066.
Al-Shukur, A., Al-Jumaili. M.A. & Shaker, Z. (2017). Experimental Investigation of Flow Characteristics over Crump Weir with Different Conditions. Saudi Journal of Engineering and Technology, 2(10), 373-379.
Azarafza, M., Hajialilue Bonab, M. & Derakhshani, R (2022). A novel empirical classification method for weak rock slope stability analysis. Sci Rep 12, 14744.https://doi.org/10.1038/s41598-022-19246-w
Bazin, H. (1865). Recherches Expérimentales sur l'Ecoulement de l'Eau dans les Canaux Découverts ('Experimental Research on Water Flow in Open Channels.'). Mémoires présentés par divers savants à l'Académie des Sciences, Paris, France, Vol. 19, 1-494. (in French)
Chow, V.T. (1959). Open-channel hydraulics. New York: McGraw-Hill.
Chazarra, M., Silva, A. & Ramos, H.M. (2019). Hydraulic Design Optimization of Spillways under Climate Change Scenarios. Journal of Hydraulic Research, 57(4), 543–557.
Davoudmaghami, D., Banejad, H., Saneie, M. & Mohseni Movahhed, S.A. (2017). The effect of upstream and downstream bed level on discharge coefficient of duckbill sharp-crested weir. Watershed Engineering and Management, 9(4), 413-425. (In Persian)
Davoudmaghami, D., Moradinejad, A. & Paimozd, S. (2022). Numerical Simulation of the Effect of Weir Magnification on Hydraulic and Hydrodynamic Characteristics in Diversion Dams. Environment and Water Engineering, 8(2), 365-378. (In Persian)
Emami, S. & Parsa, J. (2019). Numerical Investigating of Flow and Discharge Coefficient Over the Duckbill and Oblique Weirs. Civil Infrastructure Researches, 5(1), 135-145. (In Persian).
Erpicum, S., Laugier, F., Boillat, J.L., Pirotton, M. & Schleiss, A.J. (2011). Labyrinth and Piano Key Weir-PKW 2011. Taylor & Francis Group, London.
FAO. (1975). Small hydraulic structures, Vol. 1 and 2, by D.B. Kraatz and V.I.K. Mahajan. Irrigation and Drainage Papers 26/1 and 26/2, Rome. 407p and 293p.
Ferc (2017). Engineering Guidelines for the Evaluation of Hydropower Projects. Federal Energy Regulatory Commission, U.S.
Henderson F.M., (1966). Open channel flow. New York: Macmillan.
Holtz, R.D. & Kovacs, W.D. (1981). An Introduction to Geotechnical Engineering, 733 p., Eaglewood Cliff, NJ: Prentice-Hall, Inc.
Mohammadi, A., Parvaresh Rizi, A. & Abbasi, N. (2017). Evaluation of Hydraulic Performance of Regulators and Distribution Structures in Varamin Irrigation Network. Journal of Hydraulics, 12(3), 1-12. (In Persian)
Nabi, G., Hussain, F. & Sajjad, B. (2024). Performance evaluation of irrigation outlets with physical model study in Indus basin irrigation system of Pakistan.
Environmental Monitoring and Assessment,
196, 1272.
https://doi.org/10.1007 /s10661-024-13454-9
.
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)
Novak, P., Moffat, A.I.B., Nalluri, C. & Narayanan, R. (2001). Hydraulic Structures. Spon Press.
Sadatnezhad, M. (2017). Experimental investigation of sedimentation on the coefficient of discharge of Ogee spillway. Master’s Thesis. Faculty of Agriculture, Shahrood University of Technology. (In Persian)
Scimemi, Ettore. (1946). Sulla Forma da Assegnare Alle Dighe Sfioranti (On the Shape to Be Given to Overflow Dams)., L'Energia Elettrica,Vol. XXIII, Fascicle VI.
Tajari, M., Dehghani, A.A. & Meftahhalaghi, M. (2018). Discharge Coefficient of Duckbill Weir by Using Side Gate Structures in Irrigation Networks, Iranian Journal of Irrigation & Drainage, 12(2), 309-323. (In Persian)
Tajari, M., Dehghani, A.A., Meftahhalaghi, M. (2020). Use of Side Slots and Submerged Vanes for Sediment Flushing in Upstream of Duckbill Weirs, Water and Soil Science, 30(3), 121-132. (In Persian)
Tajari, M., Dehghani, A.A., Meftah Halaghi, M. (2019). Simulation of Sedimentation Pattern in Upstream of Duckbill Weirs Using Submerged Vanes, Ferdowsi Civil Engineering, 32(3), 83-98. (In Persian)