References
- Ankum, P. (2002). Design of open-channels and hydraulic structures (Lecture notes CT3410). TU Delft, Department Hydraulic Engineering.
- Bijankhan, M., Ferro, V., & Kouchakzadeh, S. (2013). New stage-discharge relationships for radial gates. Journal of Irrigation and Drainage Engineering, 139(5), 378–387. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000556
- Bijankhan, M., Kouchakzadeh, S., & Bayat, E. (2011). Distinguishing condition curve for radial gates. Flow Measurement and Instrumentation, 22(6), 500–506. https://doi.org/10.1016/j.flowmeasinst.2011.08.002
- Bijankhan, M., Kouchakzadeh, S., & Belaud, G. (2017). Application of the submerged experimental velocity profiles for the sluice gate’s stage-discharge relationship. Flow Measurement and Instrumentation, 54, 97–108. https://doi.org/10.1016/j.flowmeasinst.2016.11.009
- Bos, M. G. (1989). Discharge measurement structures. International Institute for Land Reclamation and Improvement.
- Buyalski, C. P. (1983). Discharge algorithms for canal radial gates (Report REC-ERC-83-9). Engineering and Research Center, U.S. Bureau of Reclamation. http://www.usbr.gov/pmts/hydraulicsIlab/pubs/REC/REC-ERC-83-09.pdf
- Clemmens, A. J., Strelkoff, T. S., & Replogle, J. A. (2003). Calibration of submerged radial gates. Journal of Hydraulic Engineering, 129(9), 680–687. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:9(680)
- Ferro, V. (2000). Simultaneous flow over and under a gate. Journal of Irrigation and Drainage Engineering, 126(3), 190–193. https://doi.org/10.1061/(ASCE)0733-9437(2000)126:3(190)
- Hydraulics teaching and research group of Tsinghua University. (1981). Hydraulics. Higher Education Press. (in Chinese).
- Montes, J. S., & Chanson, H. (1998). Characteristics of undular hydraulic jumps: Experiments and analysis. Journal of Hydraulic Engineering, 124(2), 192–205. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:2(192)
- Mu, X. P., Chen, W. X., & Cui, W. (2009). Comparison and analysis of discharge calculation methods of radial gates. South-To-North Water Transfers and Water Science & Technology, 7(5), 20–22. (in Chinese). https://doi.org/10.3969/j.issn.1672-1683.2009.05.00
- Ohtsu, I., Yasuda, Y., & Gotoh, H. (2001). Hydraulic condition for undular-jump formations. Journal of Hydraulic Research, 39(2), 203–209. https://doi.org/10.1080/00221680109499821
- Sepúlveda, C., Gómez, M., & Rodellar, J. (2011). Closure to “Benchmark of discharge calibration methods for submerged sluice gates” by Carlos Sepúlveda, Manuel Gómez, and José Rodellar. Journal of Irrigation and Drainage Engineering, 137(1), 57–58. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000286
- Shahrokhnia, M. A., & Javan, M. (2006). Dimensionless stage–discharge relationship in radial gates. Journal of Irrigation and Drainage Engineering, 132(2), 180–184. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:2(180)
- Tel, J. (2000). Discharge relations for radial gates (Master’s Thesis, Delft University of Technology). Delft University of Technology, Delft, Netherlands.
- Wahl, T. L. (2005). Refined energy correction for calibration of submerged radial gates. Journal of Hydraulic Engineering, 131(6), 457–466. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:6(457)
- Wang, W. (1955). Analysis of discharge coefficients of submerged radial gates with level floor (Report). Nanjing Hydraulic Research Institute in China, Nanjing (in Chinese).
- Wu, C. G. (2008). Hydraulics (4th ed.). Higher Education Press. (in Chinese).
- Zahedani, M. R., Keshavarzi, A., & Javan, M. (2012). New equation for estimation of radial gate discharge. Proceedings of the Institution of Civil Engineers - Water Management, 165(5), 253–263. https://doi.org/10.1680/wama.10.00080