[1] Gentilini, B.,"Stramazzi con cresta a pianta obliqua e a zig-zag". Memorie e study dell‘Instituto diIdraulica e Costruzioni Idrauliche del Regio Politecnico di Milano. 1941, No. 48. (in Italian).
[2] Hay, N and Taylor, G.,"Performance and design of labyrinth weirs". ASCE,J. Hydraul. Eng, 1970, 96(11), 2337-2357.
[3] Wormleaton, P and Tsang, C., "Aeration performance of rectangular planform labyrinth weirs". American Society of Civil Engineering, Journal of Environmental Engineering, 2000, 127(5): 456-465.
[4] Melo, J., Ramos, C and Magalhães, A., "Descarregadores com soleira em labirinto de um ciclo em canais convergentes". Determinação da capacidad de vazão. Proc. 6° Congresso da Água, Porto, Portugal. (in Portuguese), 2002.
[5] Ghodsian, M., "Stage-discharge relationship for a triangular labyrinth spillway". Proc. Inst. Civ. Eng. Water Manage, 2009, 162(3):173–178
[6] Crookston, B.M and Tullis, B., "Hydraulic performance of labyrinth weirs".Proc. of the Int. Junior Researcher and Engineer Workshop on Hydraulic Structures(IJREWHS’10). Edinburgh, U.K, 2010.
[7] Crookston, B.M and Tullis, B.P., "Hydraulic characteristics of labyrinth weirs, Labyrinth and Piano Key weirs (PKW)", 2011, 25-32.
[8] Crookston, B.M., Tullis, B.P., "Discharge Efficiency of Reservoir-Application-Specific Labyrinth Weirs", American Society of Civil Engineering, Journal of Hydraulic Engineering, 2012, 138(6), 564-568.
[9]جعفری ندوشن، ا. بررسی ضریب گذردهی سرریزهای کنگرهای به روش CFD و بهینه سازی هندسه سرریز با استفاده از مدل فازی- عصبی و الگوریتم ژنتیک. پایان نامه کارشناسی ارشد عمران سازههای هیدرولیکی، دانشگاه سیستان و بلوچستان، زاهدان1389 ,.
[9 in English ] Jafari nadoshan, A," Investigation of discharge coefficient of trapezoidal labyrinth Spillway with using ANFIS Models and Genetic Algorithms", MSc Thesis, Sistan and Baluchestan University, Zahedan, Iran, 2010.
[10] Shaghaghian, M.M.,Taghi Sharifi, M., “Numerical Modeling of Sharp-Crested Triangular Plan Form Weirs Using FLUENT”,Indian Journal of Science and Technology, 2015, 8(34),782-789.
[11] Abbaspuor, B., Hamzeh Haghiabi, A., Maleki, A., Torabi Poodeh, H., “Experimental and numerical evaluation of discharge capacity of sharp-crested triangular plan form weirs.” Int. J. Engineering Systems Modelling and Simulation. 2017, Vol.9, No.2.
[12] Mohammadzadeh-Habili, J., Heidarpour, M., Samiee, S., "Study of Energy Dissipation and Downstream Flow Regime of Labyrinth Weirs". Iran Journal Sci Technol Trans. Civ .Eng, 2017, 142(3): 231–243.
[13] Marion, A and Gaudio, R., "Time evolution of scouring downtream of bed sills". J. Hydraul. Res, 2003, 41(3): 271-284.
[14] Ghodsian, M., Melville, B.and Tajkarimi, D., "Local scour due to free overfall jet". Proc of the inst of civil Engg, Water management, 2007, 159(4): 253-260.
[15] Bhuiyan, F., Hey, R.D and Wormleaton, P.R., "Hydraulic evaluation of w-weir for river restoration".ASCE,J. Hydraul. Eng, 2007, 133( 6): 596-609.
[16] Scurlock, S.M., Thornton, L.C and Abt, S.R., "Equilibrium scour downstream of three-dimensional grade control structures". J. Hydraul. Eng, 2012, 138(2): 167-176.
[17] Melville, B.W. and S.Y. Lim., "Scour caused by 2D horizontal jets". J. Hydraul. Eng, 2013, 140(2): 149-155
[18]اسمعیلیورکی، م.،رجائی، ا و شفیعیثابت، ب. (1396). مطالعه آزمایشگاهی آبشستگی موضعی در پائین دست سازههای کنترل تراز بستر با پلان کنگرهای. تحقیقات مهندسی سازه های آبیاری و زهکشی، ج18(68): 129-142.
[18 in English] Esmaeili-Varaki, M , Rajaei, A, Shafiei-Sabet, B. " Laboratory Study on Local Scour at the Downstream of Grade Control Structures with Labyrinth Planform", Irrigation and Drainage Structures Engineering Research, 2017,18 (68), 129-142.