Apted, R. w. and Novak, P. (1973). Some studies of oxygen uptake at weirs. International Association for Hydraulic Research, Istanbul, Turkey, 177-186.
Avery, S. and Novak, P. (1978). Oxygen transfer at hydraulic structures. Journal Hydraulic Engineering, ASCE, 104(11), 1521-1540.
Baylar, A. and Bagatur, T. (2000). Aeration performance of weirs. Water SA, 26 (4), 521-526.
Crookston, B. M. (2010). Labyrinth weirs. Ph.D. dissertation, Utah State Univ., Logan, UT.
Emirogle, M. E. and Baylar, A. (2005). Influence of included angle and sill slope on air entrainment of triangular planform labyrinth weirs . Journal Hydraulic Engineering, ASCE, 131(3), 184-189.
Gameson, A. L. H. (1957). Weirs and the aeration ofrivers. Journal Institution of Water Engineering, II(6), 477-490.
Gameson, T. K., VanDyke, K., and Ogden, C. (1990). The effect of temperature on aeration at weirs. Water and Water Engineering, 62(5), 489-492.
Nakason, H. (1987). Study of aeration at weirs and cascades. Journal Hydraulic Engineering, ASCE, 113(1), 64-81.
Shafaattalab Dehghani, H., Esmaeili Varaki, M. and Ashrafzadeh, A. (2017). Experimental investigation of the effect of tail water level on discharge coefficient of trapezoidal labyrinth weirs. Journal of irrigation and drainage structures engineering research: 17(67): 63-80
Subramanya, K. (1986). Flow in Open Channel. Second Edition, Tata McGraw-Hill New Delhi.
Van der Kroon, G. T. N. and Schram, A. H.( l969 a,b). Weir aeration- part I: Single free fall. H20, 22, 528-537.bnfh