[Abou-Rehim M.A., 1991, Flow over weirs with practical profile, Alexandria Eng. J. 30(4).]Search in Google Scholar
[Al-Babely E.A.G., Al-Muhammad A.A.W., Al-Dabbagh M.A. 2011, Overflow characteristic of cylindrical shape crest weirs over horizontal bed, Tikrit J. Eng. Sci. 18(4): 29–39.10.25130/tjes.18.4.04]Search in Google Scholar
[Amin K.A., 2005, A comprehensive study concerning the effect of curved weir shapes on the flow characteristics and bed topography [PhD Thesis], Assiut University, Assiut, Egypt, 266 pp.]Search in Google Scholar
[Arvanaghi H., Mahtabi G., 2015, Discharge coefficient of semicircular-trapezoidal weir, Int. J. Agri. Biosci. 4(5): 192–195.]Search in Google Scholar
[Ashour M.A., 1974, Effect of surface slope on the ratio of submersion for the standing wave weir [Master Thesis], Faculty of Engineering, Assiut University, Assiut, 56 pp.]Search in Google Scholar
[Ashour M.A., Amin K.A., Abu-Zeid T.S., Hassan R., 2016, Effect of the free over fall weirs top corners curvatures on the discharge coefficient, Int. J. Constr. Res. Civil Eng. (IJCRCE) 2(4): 1–11.10.20431/2454-8693.0204001]Search in Google Scholar
[Bazin H., 1898, Expériences nouvelles sur l’écoulement par déversoir [Recent experiments on the flow of water over weirs], Ann. Ponts Chaussées 68(2): 151–265 [in French].]Search in Google Scholar
[Caroline L.L., Afshar N.R., 2014, Effect of types of weir on discharge, UNIMAS J. Civil Eng. 5(2): 35–40.10.33736/jcest.137.2014]Search in Google Scholar
[Cline C.G., 1935, Discharge formula and tables for sharp-crested suppressed weirs, Trans. Am. Soc. Civ. Eng. (ASCE) 100(1): 396–413.10.1061/TACEAT.0004618]Search in Google Scholar
[Creager W.P., 1917, Engineering of masonry dams, Wiley, New York, 237 pp.]Search in Google Scholar
[Fawer C., 1937, Etude de quelques ecoulements permanents à filets courbes (Study of some steady flows with curved streamlines) [Thesis], Universite de Lausanne, Imprimerie La Concorde, Lausanne, 127 pp (in French).]Search in Google Scholar
[Ghazizadeh F., Moghaddam M.A., 2016, An experimental and numerical comparison of flow hydraulic parameters in circular crested weir using Flow3D, Civil Eng. J. 2(1): 23–37.10.28991/cej-2016-00000010]Search in Google Scholar
[Haghiabi A.H, 2012, Hydraulic characteristics of circular crested weir based on Dressler theory, Biosyst. Eng. 112(4): 328–334.10.1016/j.biosystemseng.2012.05.004]Search in Google Scholar
[Henderson F.M., 1966, Open channel flow, Macmillan, New York, 522 pp.]Search in Google Scholar
[Jalil S.A, Ibrahim S.S., Jafer R.A., 2014, Surface roughness effects on discharge coefficient of broad crested weir, Res. J. Appl. Sci., Eng.Technol. 7(24): 5227–5233.10.19026/rjaset.7.918]Search in Google Scholar
[Kumar S., Ahmad Z., Mansoor T., Himanshu S.K., 2013, A new approach to analyze the flow over sharp-crested curved plan form weirs, Int. J. Recent Technol. Eng. (IJRTE) 2(1): 24–28.]Search in Google Scholar
[Leliavsky S., 1959, Irrigation and hydraulic design. Vol. 1: General principles of hydraulic design, Chapman and Hall, London, 492 pp.]Search in Google Scholar
[Madadi M.R., Dalir A.H.., Farsadizadeh D., 2013, Control of undular weir flow by changing of weir geometry, Flow Meas. Instrum. 34: 160–167.10.1016/j.flowmeasinst.2013.09.003]Open DOISearch in Google Scholar
[Parsaie H.T.A., Haghiabi A.H,, Saneie M., Torabi H., 2016, Predication of discharge coefficient of cylindrical weir-gate using adaptive neuro fuzzy inference systems (ANFIS), Front. Struct. Civ. Eng. 1(1): 1–12.10.1007/s11709-016-0354-x]Search in Google Scholar
[Ramamurthy A.S., Vo N.D., 1993a, Application of Dressler theory to weir flow, J. Appl. Mech. 60(1): 163–166.10.1115/1.2900740]Search in Google Scholar
[Ramamurthy A.S., Vo N.D., 1993b, Characteristics of circular crested weir, J. Hydraul. Eng. 119(9): 1055–1062.10.1061/(ASCE)0733-9429(1993)119:9(1055)]Search in Google Scholar
[Riyadh H.M., 2013, Calibrating the discharge coefficient of rectangular with quarter circular edge crested weir, J. Karbala Univ. Scientific 11(2): 64–73.]Search in Google Scholar
[Schmocker L., Halldórsdóttir B.R., Hager W.H., 2011, Effect of weir face angles on circular-crested weir flow, J. Hydraul. Eng. 137(6): 637–643.10.1061/(ASCE)HY.1943-7900.0000346]Search in Google Scholar
[Woodburn J.G., 1932, Tests of broad-crested weirs, Trans. Am. Soc. Civ. Eng. (ASCE) 96: 387–416.10.1061/TACEAT.0004394]Search in Google Scholar