Allahdadi, K., Shafai Bajestan, M. (2019). Discharge of rectangular Labyrinth Weirs. The 1st International and 4th National Congress on Iranian Irrigation and Drainage, Urmia University, Urmia (in Persian).
Azhdary Moghaddam, M., Amanian, N., Jafari, R. (2010). Geometry Optimization of Triangle Labyrinth Spillway Using ANFIS Models and Genetic Algorithm’s. Journal of Modeling in Engineering, 7(19) (in Persian).
Azimi, A. and Seyed Hakim, S. (2018), Hydraulics of flow over rectangular labyrinth weirs, Irrigation Science, 37, 183–193.
Bijankhan, M. and Ferro, V. (2017). Dimensional analysis and stage-discharge relationship for weirs: A review. Journal of Agricultural Engineering, 48(1), 1–11.
Bijankhan, M. and Ferro, V. (2018). Experimental Study and Numerical Simulation of Inclined Rectangular Weirs. J. Irrig. Drain Eng. 144(7), 04018012.
Christensen, N.A. (2012). Flow Characteristics of Arced Labyrinth Weirs. Master of Science Thesis, Utah State University, Logan, UT.
Crookston B.M (2010). Labyrinth weirs, PhD Thesis, Utah State University, Logan, UT.
Crookston, B.M. and Tullis, B.P. (2012a). Arced labyrinth weirs J. Hydraulic. Eng., 138 (6), 555-562.
Crookston, B.M. and Tullis B.P. (2012b). Discharge efficiency of reservoir-application-specific labyrinth weirs, J. Hydraulic. Eng., 138(6), 564-568.
Crookston, B.M. and Tullis. B.P. (2013). Hydraulic design and analysis of labyrinth weirs. I: discharge relationships. J. Irrig. Drain. Eng., 139(5), 363-370.
Crookston, B.M. and Tullis, B.P. (2013). Design and analysis of labyrinth weirs. II: nappe aeration, instability, and vibration. J. Irrig. Drain. Eng., 139(5), 371-377.
Darvas, L.A. (1971). Discussion of performance and design of labyrinth weirs by N. Hay and G. Taylor. J. Hydraulic. Div., 97(80), 1246-1251.
Falvey, H. T. (2003). Hydraulic Design of Labyrinth Weirs. ASCE Press. Pub., Virginia, USA.
Ferro, V. (2000). Simultaneous Flow Over and Under a Gate. J. Irrig. Drain Eng. 126, 190-193.
Ferro, V. (2016). Simple flume with a central baffle. Flow Measurement and Instrumentation. JFMI1255.
Ghaderi, A. Abbasi, S. (2019). Numerical Investigation of Labyrinth Stepped Spillways Performance on Energy Dissipation of Skimming Flow. Journal of Hydraulics. 14(3), 1-16. (in Persian).
Ghodsian, M. (2009). Stage–discharge relationship for a triangular labyrinth spillway. Water Management, 162(3), 173-178.
Hay, N. and Taylor, G. (1970). Performance and design of labyrinth weirs J. Hydraulic. Div., 96(11), 2337-2357.
Jedi, S., Sadeghian, J. and Rezaei, B. (2020). Experimental Study of the Discharge Coefficient in Side Weirs with the Piano Key and the Rectangular Labyrinth Crests. Journal of Hydraulics. 15(3), 61-74. (in Persian).
Kumar, M., Sihag, P., Tiwari, N.K. and Ranjan, S. (2020). Experimental study and modelling discharge coefficient of trapezoidal and rectangular piano key weirs, Applied Water Science, 10(1), 1-9.
Kumar, S., Ahmad, Z. and Mansour, T. (2011). A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs. Flow Meas. Instrum., 22(3), 175-180.
Majedi Asl, M. and Fuladipanah M. (2018). Application of the Evolutionary Methods in Determining the Discharge Coefficient of Triangular Labyrinth Weirs, JWSS, 22(4), 279-290.
Moradi, S., Shahsavari, H., Aref, A. and Esmaili, K. (2019). Hydraulic Type-A Piano Key Weirs with Zigzag Lateral Crest. Journal of Civil Engineering Ferdowsi, 33(1), 1-16. (in Persian).
Neveen, Y.S. and Fattouh Ehab, M. (2017) Hydraulic characteristics of flow over weirs with circularopenings. Ain Shams Engineering Journal, 8, 515–522.
Savage, B.M., Crookston, B.M. and Paxson, G.S. (2016) Physical and numerical modeling of large headwater ratios for a 15° labyrinth spillway. J. Hydraulic. Eng., 142(11), 04016046-1 to 04016046-7.
Shahrokhnia, M.A. and Javan, M. (2006). Dimensionless Stage–Discharge Relationship in Radial Gates. J. Irrig. Drain Eng. 132, 180-184.
Shafai Bajestan, M. (2011), Basic Concepts and Applications of Physical-Hydraulic Modeling Shahid chamran University, Iran, 328P.
Stefano, C.D. and Ferro, V. (2016). Closure to Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars by C. Di Stefano and V. Ferro. J. Irrig. Drain Eng. 142(8), 07016008.
Stefano, C.D. and Ferro, V. and Bijankhan, M. (2018). Discussion of “Extraction of the Flow Rate Equation under Free and Submerged Flow Conditions in Pivot Weirs with Different Side Contractions” by N. Sheikh Rezazadeh Nikou, M. J. Monem, and K. Safavi, J. Irrig. Drain Eng. 144(4), 07018007.
Tullis, J.P., Amanian, N. and Waldron, D. (1995). Design of labyrinth weir spillways. J. Hydraulic. Eng., 121(3), 247-25.
Tullis, B.P. (2018). Size-Scale Effects of Labyrinth Weir Hydraulics. 7th IAHR International Symposium on Hydraulic Structures, 15–18.
Taylor, G. (1968). The performance of labyrinth weirs. PhD. Thesis. University of Nottingham, Nottingham, England.
Xinlei, G. Zhiping, L. Wang, T. Hui, F. Jiazhen L, Qingfu, X. and Yongxin, G. (2019). Discharge capacity evaluation and hydraulic design of a piano key weir, Water Supply, 19(3), 871-878.
Yasi, M. and Mohammadi, M. (2007). Study of Labyrinth Spillways with Curved Planform. Journal of Water and Soil Science. 11(41), 1-13. (in Persian).