A robust approach for rating curves estimation in open channels using isovel contours

References

• Ackers, P., 1993. Flow formulae for straight two-stage channels. Journal of Hydraulic Research, 31, 509–531. doi: 10.1080/00221689309498874
   Google Scholar
• Ahmadi, A., Kavousizadeh, A., and Maghrebi, M. F., 2017. Setting-up rating curves in natural rivers using an efficient method. International Conference on the Status and Future of the World’s Large Rivers. New Delhi, India.
   Google Scholar
• Amiri, A., 2012. The effect of geometry of cross-section on discharge of compound channels. Thesis (Msc). Urmia University.
   Google Scholar
• Bousmar, D., and Zech, Y., 1999. Momentum transfer for practical flow computation in compound channels. Journal of Hydraulic Engineering, 125, 696–706. doi: 10.1061/(ASCE)0733-9429(1999)125:7(696)
   Google Scholar
• Chaudhry, M. H., 2008. Open-channel flow (2nd ed.). Basel: Springer.
   Google Scholar
• Chen, C.-L., 1991. Unified theory on power laws for flow resistance. Journal of Hydraulic Engineering, 117, 371–389. doi: 10.1061/(ASCE)0733-9429(1991)117:3(371)
   Google Scholar
• Halliday, D., and Resnick, R., 1981. Fundamentals of physics. Hoboken, NJ: John Wiley and Sons.
   Google Scholar
• Hasanpour Kashani, M., et al., 2015. Comparison of different methods for developing a stage–discharge curve of the Kizilirmak river. Journal of Flood Risk Management, 8, 71–86. doi: 10.1111/jfr3.12064
   Google Scholar
• Hin, L. S., et al., 2008. Discharge estimation for equatorial natural rivers with overbank flow. International Journal of River Basin Management, 6, 13–21. doi: 10.1080/15715124.2008.9635333
   Google Scholar
• Knight, D., 1992. SERC flood channel facility experimental data-Phase A. Report SR314, 1–14.
   Google Scholar
• Knight, D., et al., 2009. Practical channel hydraulics: roughness, conveyance and afflux. CRC Press.
   Google Scholar
• Lambert, M., and Myers, W., 1998. Estimating the discharge capacity in straight compound channels. Proceedings of the Institution of Civil Engineers. Water, Maritime and Energy, 130, 84–94. doi: 10.1680/iwtme.1998.30477
   Google Scholar
• Liao, H. S. and Knight, D. W. 2007. Analytic stage-discharge formulas for flow in straight prismatic channels. Journal of Hydraulic Engineering, 133, 1111–1122. doi: 10.1061/(ASCE)0733-9429(2007)133:10(1111)
   Google Scholar
• Londhe, S., and Panse-Aglave, G., 2015. Modelling stage–discharge relationship using data-driven techniques. ISH Journal of Hydraulic Engineering, 21, 207–215. doi: 10.1080/09715010.2015.1007092
   Google Scholar
• Maghrebi, M., 2003. Discharge estimation in flumes using a new technique for the production of isovel contours. Proceeding of International Conference on Civil and Environment Engineering ICCEE, 147–156.
   Google Scholar
• Maghrebi, M. F., and Ahmadi, A., 2017. Stage-discharge prediction in natural rivers using an innovative approach. Journal of Hydrology, 545, 172–181. doi: 10.1016/j.jhydrol.2016.12.026
   Google Scholar
• Maghrebi, M. F., and Ball, J. E., 2006. New method for estimation of discharge. Journal of Hydraulic Engineering, 132, 1044–1051. doi: 10.1061/(ASCE)0733-9429(2006)132:10(1044)
   Google Scholar
• Maghrebi, M. F., et al., 2016. New method for estimation of stage-discharge curves in natural rivers. Flow Measurement and Instrumentation, 52, 67–76. doi: 10.1016/j.flowmeasinst.2016.09.008
   Google Scholar
• Maghrebi, M. F., et al., 2017. Stage–discharge estimation in straight compound channels using isovel contours. Hydrological Processes, 31, 3859–3870. doi: 10.1002/hyp.11299
   Google Scholar
• Mcgahey, C., et al., 2008. Estimating river flow capacity in practice. Journal of Flood Risk Management, 1, 23–33. doi: 10.1111/j.1753-318X.2008.00004.x
   Google Scholar
• Nikuradse, J., 1933. Laws of flow in rough pipes. VDI Forschungsheft. Citeseer.
   Google Scholar
• Prinos, P., and Townsend, R., 1984. Comparison of methods for predicting discharge in compound open channels. Advances in Water Resources, 7, 180–187. doi: 10.1016/0309-1708(84)90016-2
   Google Scholar
• Sahu, M., Khatua, K., and Mahapatra, S., 2011. A neural network approach for prediction of discharge in straight compound open channel flow. Flow Measurement and Instrumentation, 22, 438–446. doi: 10.1016/j.flowmeasinst.2011.06.009
   Google Scholar
• Sellin, R. H. J., 1964. A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain. La Houille Blanche, 34, 793–802. doi: 10.1051/lhb/1964044
   Google Scholar
• Shiono, K., Al-Romaih, J. S., and Knight, D. W., 1999. Stage-discharge assessment in compound meandering channels. Journal of Hydraulic Engineering, 125, 66–77. doi: 10.1061/(ASCE)0733-9429(1999)125:1(66)
   Google Scholar
• Shiono, K., and Knight, D., 1991. Turbulent open-channel flows with variable depth across the channel. Journal of Fluid Mechanics, 222, 617–646.
   Google Scholar
• Singh, V. P., Cui, H., and Byrd, A. R., 2014. Derivation of rating curve by the Tsallis entropy. Journal of Hydrology, 513, 342–352. doi: 10.1016/j.jhydrol.2014.03.061
   Google Scholar
• Tang, X., and Knight, D. W., 2008. A general model of lateral depth-averaged velocity distributions for open channel flows. Advances in Water Resources, 31, 846–857. doi: 10.1016/j.advwatres.2008.02.002
   Google Scholar
• Wormleaton, P. R., Allen, J., and Hadjipanos, P., 1982. Discharge assessment in compound channel flow. Journal of Hydraulic Division, 108, 975–993. doi: 10.1061/JYCEAJ.0005904
   Google Scholar
• Xu, K., et al., 2004. Estimating river discharge from very high-resolution satellite data: a case study in the Yangtze river, China. Hydrological Processes, 18, 1927–1939. doi: 10.1002/hyp.1458
   Google Scholar
• Yen, B. C., 2002. Open channel flow resistance. Journal of Hydraulic Engineering, 128, 20–39. doi: 10.1061/(ASCE)0733-9429(2002)128:1(20)
   Google Scholar