Ayaz, Md., Mansoor, T., 2018. Discharge coefficient of oblique sharp crested weir for free and submerged flow using trained ANN model. Water Science, 32(2), pp.192-212.10.1016/j.wsj.2018.10.002
Carl, E., Rolland, W., 1957. Discharge characteristics of rectangular thin-plate weirs. Hydraulic Division, ASCE, 83(6), pp. 1–36.10.1061/JYCEAJ.0000142
Kumar, S., Ahmad, Z., Mansoor, T., 2011. A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs. Flow Measurement and Instrumentation, 22(3), pp. 175-180.10.1016/j.flowmeasinst.2011.01.006
Mitra, D., and Mazumdar, A., 2004. Simple Discharge Relations for Sharp Crested Rectangular Weir and Right Angled Triangular Weir at Low Heads. Mechanical Engineering Division, 85(1), pp. 17-19.
Mojtaba, A., Ahmad, A., AmirAhmad, D., 2015. Discharge coefficient of compound triangular–rectangular sharp-crested side weirs in subcritical flow conditions. Flow Measurement and Instrumentation. 45, pp.170–175.10.1016/j.flowmeasinst.2015.06.003
Pandey, R., Mittal, S.K., Choudhary, M.K., 2016. Study of Flow Characteristics of Contracted Sharp Crested Rectangular Weir. Innovative Science, Engineering & Technology, 3(2), pp. 97-103.
Sara, B., Manouchehr, H., 2012. Characteristics of flow over rectangular sharp-crested side weirs. Irrigation and Drainage engineering 138(6), pp. 541-547.10.1061/(ASCE)IR.1943-4774.0000433
Shishman, H.C., 2009. Experimental investigation on sharp crested rectangular weirs. Thesis submitted to the graduate school of natural and applied sciences of middle east technical university, Ankara.
Thulfikar, R., Abdul-Sahib, T., Zainab, A., 2019. Laboratory experiments and numerical model of local scour around submerged sharp crested weirs. Journal of King Saud University - Engineering Sciences, 32(3), pp. 167-176.10.1016/j.jksues.2019.01.001
Wang, Y., Wang, W., Hu, X., Liu, F., 2018. Experimental and numerical research on trapezoidal sharp-crested side weirs. Flow Measurement and Instrumentation, 64, pp. 83-89.10.1016/j.flowmeasinst.2018.10.005