[
Aydin M. C., Emiroglu M. E. (2013) Determination of capacity of labyrinth side weir by CFD, Flow Measurement and Instrumentation, 29, 1–8, https://doi.org/10.1016/j.flowmeasinst.2012.09.008.
]Search in Google Scholar
[
Aydin M. C. (2012) CFD simulation of free-surface flow over triangular labyrinth side weir, Advances in Engineering Software, 45 (1), 159–166, https://doi.org/10.1016/j.advengsoft.2011.09.006.
]Search in Google Scholar
[
Chanson H. (1989) Flow Downstream of an Aerator, Aerator spacing, Journal of Hydraulic Research, 27 (4), 519–536, https://doi.org/10.1080/00221688909499127.
]Search in Google Scholar
[
Chanson H. (1990) Study of Air Demand on Spillway Aerator, Journal of Fluids Engineering, 112 (3), 343–350, https://doi.org/10.1115/1.2909410.
]Search in Google Scholar
[
Dargahi B. (2006) Experimental Study and 3D Numerical Simulations for a Free-Overflow Spillway, Journal of Hydraulic Engineering ASCE, 132 (9), 899–907, https://doi.org/10.1061/(ASCE)0733-9429(2006)132:9(899).
]Search in Google Scholar
[
Falvey H. T. (1990) Cavitation in Chutes and Spillways, Engineering Monograph No. 42, Water Resources Technical Publication, USBR, Denver, Colorado.
]Search in Google Scholar
[
Fluent 6.3 (2006) User’s Guide, Fluent Inc, Centerra Resource Park, 10 Cavendish Court, Lebanon, NH 03766.
]Search in Google Scholar
[
Kobus H. (1984) Local air entrainment and detrainment, [in:] Symposium on Scale Effects in Modelling Hydraulic Structures, H. Kobus, ed., Akademie Technische, Esslingen, (4.10), 1–10.
]Search in Google Scholar
[
Koschitzky H. P. (1987) Dimensionierungskonzept für Sohlbelüfter in Schussrinnen zur Vermeidung von
]Search in Google Scholar
[
Kavitationssch¨aden (Design concept for chute aerators to avoid cavitation damage), Mitteilung 65, Institut für Wasserbau, TU: Stuttgart [in German].
]Search in Google Scholar
[
Marcano A., Castillejo N. (1984) Model-prototype comparison of aeration devices of Guri Spillway, [in:] Symp. on Scale Effects, H. Kobus, ed., IAHR, (4.6), 1–5.
]Search in Google Scholar
[
Ozturk M., Aydin M. C. (2009) Verification of a 3-D Numerical Model for Spillway Aerator, Mathematical and Computational Applications, 14 (1), 21–30, https://doi.org/10.3390/mca14010021.
]Search in Google Scholar
[
Pfister M., Chanson H. (2014) Two-Phase Air-Water Flows: Scale Effects in Physical Modeling, Journal of Hydrodynamics, 26 (2), 291–298, https://doi.org/10.1016/S1001-6058(14)60032-9.
]Search in Google Scholar
[
Pfister M., Hager W. H. (2010) Chute Aerators: Air Transport Characteristics, Journal of Hydraulic Engineering ASCE, 136 (6), 352–359, https://doi.org/10.1061/(ASCE)HY.1943-7900.0000189.
]Search in Google Scholar
[
Pinto N. L. S., Neidert S. H., Ota J. J. (1982) Aeration at High Velocity Flows, Water Power & Dam Construction, 34 (34–38), 42–44.
]Search in Google Scholar
[
Rasmussen R. E. H. (1956) Some Experiments on Cavitation Erosion in Water Mixed with Air, [in:] Int. Symposium on Cavitation in Hydrodynamics, National Physical Laboratory, London, 1–25.
]Search in Google Scholar
[
Roache P. J. (1994) Perspective a method for uniform reporting of grid refinement studies, Journal of Fluid Engineering, 116 (3), 405–413. https://doi.org/10.1115/1.2910291.
]Search in Google Scholar
[
Rutschmann P. (1988) Calculation and optimum shape of spillway chute aerators, [in:] Int. Symp. on Model-Prototype Correlation of Hydr. Structures, P. H. Burgi, ed., ASCE Aug, 118–127.
]Search in Google Scholar
[
Rutschmann P., Hager W. H. (1990) Air Entrainment by Spillway Aerators, Journal of Hydraulic Engineering, 116 (6), 765–782, https://doi.org/10.1061/(ASCE)0733-9429(1990)116:6(765).
]Search in Google Scholar
[
Shayanseresht S., Manafpour M. (2022) Investigation of hydraulic characteristics and air concentration of a 3D simulated air-water flow on a spillway with an aerator device (a case study), ISH J Hydraul Eng, 28 (2), 219–231, https://doi.org/10.1080/09715010.2020.1856732.
]Search in Google Scholar
[
Shayanseresht S., Manafpour M. (2021) A Comparative Assessment of Various Turbulence Models Applied for Simulation of Air-Water Flow over Chute Spillway, Period. Polytech. Civ. Eng., 65, 1200–1212, https://doi.org/10.3311/PPci.18036.
]Search in Google Scholar
[
Teng P., Yang. J. (2016) CFD modeling of two-phase flow of a spillway chute aerator of large width, Journal of Applied Water Engineering and Research, 4 (5), 163–177, https://doi.org/10.1080/23249676.2015.1124030.
]Search in Google Scholar
[
Volkart P., Rutschmann P. (1984) Air Entrainment Devices (Air Slots), Mitteilungen der Versuchsanstalt fur Wasserbau, Hydrologie und Glaziologie, ETH-Zurich, Switzerland, No. 72.
]Search in Google Scholar
[
Water Research Institute (2003) The Final Report of Discharge System of Gavoshan Storage Dam’s Hydraulic Model, Ministry of Energy, Tehran, Iran.
]Search in Google Scholar
