Idrees, A.K., Riyadh Al-Ameri and Subrat Da, (2016). “Determaination of discharge coefficient for flow over one cycle compound trapezoidal plan form labyrinth weir.”International Journal of Civil Engineering and Technology (IJCIET), 7(4), 3314–328.
Azimi A and Hakim, S.S. (2018), Hydraulics of flow over rectangular labyrinth weirs,Springer-Verlag GmbH Germany, part of Springer Nature 2018.
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 Kouchakzadeh, S. (2017). “Unified discharge coefficient formula for free and submerged triangular labyrinth weirs.” Flow Measurement and Instrumentation, 57. 46-56.
Carollo, F. G., Ferro, V., and Pampalone, V. (2012). “Experimental Investigation of the Outflow Process over a Triangular Labyrinth-Weir.” Journal of Irrigation and Drainage Engineering, 138(1), 73–79.
Christensen, N.A. (2013) Flow Characteristics of Arced Labyrinth Weirs. MSc thesis, Utah State University, Logan, Utah
Crookston, B. M., and Tullis, B. P. (2013). “Hydraulic Design and Analysis of Labyrinth Weirs. I: Discharge Relationships.” Journal of Irrigation and Drainage Engineering, 139(5), 363–370.
Crookston, B. M., Asce, A. M., Tullis, B. P., and Asce, M. (2013). “Labyrinth Weirs : Nappe Interference and Local Submergence.” Journal of Irrigation and Drainage Engineering, 138(8), 757–765.
Crookston, B.M. (2010). Labyrinth weirs. PhD thesis, Utah State University, Logan, Utah.
Crookston, B.M. and Tullis, B.P. (2012). Arced labyrinth weirs. Journal of. Hydraulic Engineering, 138 (6), 555-562.
Delgado, F.G.A., Paulina, M.A., and Camino, S.F.J. (2015). Discharge Coefficients Spillways Labyrinth Implementing Hydrodynamic Devices in the upstream side, In: Proceedings of 36th IAHR World Congress. Hague, Netherlands, pp. 1-7.
Emami S, H. Arvanaghi, and J. Parsa, (2018). Numerical Investigation of Geometric Parameters Effect of the Labyrinth Weir on the Discharge Coefficient, Journal of Rehabilitation in Civil Engineering 6-1 (2018) 01-09.
Falvey, H. and Treille, P. (1995) Hydraulics and design of fusegates. Journal of. Hydraulic Engineering. (ASCE), 121(7), 512-518.
Falvey, H. T. (2003) Hydraulic Design of Labyrinth Weirs. ASCE press, USA.
Ghare, A.D. Mhaisalkar, V.A. and Porey, P.D. (2008) An Approach to Optimal Design of Trapezoidal Labyrinth Weirs. World Applied Sciences Journal, 3 (6), 934-938.
Ghodsian, D. Amanian, N. and Marashi, S.A. (2001) Discharge Coefficient of Semicircular Labyrinth Weirs. Amirkabir Journal of Civil Engineering, Tehran, Iran, 13 (49), 76-83.
Gupta, K.K., Kumar, S. and Z. Ahmad, 2014, An approach to analyze the flow characteristics of sharp-crested triangular planform contracted weirs. World applied sciences journal. 32(7): 1311-1317.
Hay, N. and Taylor, G. (1970) Performance and design of labyrinth weirs. Journal of. Hydraulic Engineering. (ASCE), 96(11), 2337-2357.
Khode, B. V., Tembhurkar, A. R., Porey, P. D., and Ingle, R. N. (2012). “Experimental Studies on Flow over Labyrinth Weir.” Journal of Irrigation and Drainage Engineering, 138(6), 548–552.
Lopes, R., Matos, J., and Melo, J. F. (2006). “Discharge capacity and residual energy of labyrinth weirs.” International Junior Researcher and Engineer Workshop on Hydraulic Structures, J. Matos and H. Chanson (Eds), Report CH61/06, Div.of Civil Eng., 47–56.
Monjezi, R. Heidarnejad, M. Masjedi, A.R. Purmohammadi, M.H. and Kamanbedast, A.A. (2018) Laboratory Investigation of the Discharge Coefficient of Flow in Arced Labyrinth Weirs with Triangular Plans. Flow Measurement and Instrumentation
, 64, 64-70. DOI: 10.1016 / j. flowmeasinst. 2018.10.011.
Neveen, Y.S. and Fattouh Ehab, M. (2017) Hydraulic characteristics of flow over weirs with circular openings. Ain Shams Engineering Journal, 8, 515–522.
Tullis, B. P. (2018). “Size-Scale Effects of Labyrinth Weir Hydraulics.” 7th IAHR International Symposium on Hydraulic Structures, 15–18.
Tullis, B.P. Young, J. and Chandler, M. (2007) Head-discharge relationships for submerged labyrinth weirs. Journal of. Hydraulic Engineering. (ASCE), 133(3), 248-254.
Tullis, J.P., Amanian, N. and Waldron, D. (1995). Design of Labyrinth Weir Spillways. Journal of Hydraulic Engineering, (ASCE), 121(3): 247-255.
Villemonte, J.R. (1947) Submerged weir discharge studies. Engineering News. Record, 139(26), 54–57.