Moore, W.L. Energy losses at the base of a free overall, Trans. of ASCE, 108, 1343-1387, 1943.
 Kandaswamy, P.K., Rouse, H. Characteristics of flow over terminal weirs and sills, Proc. ASCE, J. Hydraulics, 83(4), 1-13, 1957.
 Vickery, L. The rise of water level behind the nappe of a rectangular weir, J. Mech. Eng. Sci., 10(1), 81-89, 1968.
 Rajaratnam, N., Muralidhar, D. Pressure and velocity distribution for sharp-crested weirs, J. Hydr. Res., 9(2), 241-248, 1971.
 Fritz, H.M., Hager, H.W. Hydraulics of embankment weirs. J. of Hyd. Eng., ASCE, 124(9), 963-971, 1998.
 Aydin, I., Ger A.M., Hincal, O. Measurement of small discharges in open channels by slit weir. J Hyd. Eng, ASCE, 128(2), 234–237, 2002.
 Rady, R. 2D-3D Modeling of flow over sharp-crested weirs, J. of App. Sci. Res., 7(12), 2495-2505, 2011.
 Gharahjeh, S., Aydin, I., Sakarya, A. Discharge formula for sharp-crested rectangular weirs, 10th International Congress on Advances in Civil Engineering, Ankara, Turkey, October, 2012.
 Ramakrishna, B., Vaheed, S., Adilakshmi, P.S.V. Flow characteristics of sharp crested weirs, Int. J. of Adv. Res. in Sci,, Eng. and Tech., 5(12), 7650-7654, 2018.
 Gong, J., Dend, J., Wei, W. Discharge coefficient of a round crested-weir, Water, 11, 1206, 1-9, 2019.
 U.S. Dept. of the Interior, Bureau of Reclamation, 2001 revised, 1997 third edition, Water Measurement Manual, 2001.
 Dey, S., Sarkar, A., The impact characteristics analysis of free over-fall flow on downstream channel bed, J. of the Chin. Inst. of Eng., 34(3), 403-413, 2011.
 Chen, J.Y., Huang, H.S., Hong, Y.M., Liu, S.I., Kandaswamy, P.K., Rouse, H. Characteristics of flow over terminal weirs and sills, Proc.