References
- Ackers, P., 1993. Flow formulae for straight two-stage channels. Journal of Hydraulic Research, 31 (4), 509–531. doi: 10.1080/00221689309498874
- Bousmar, D., 2002. Flow modelling in compound channels. Momentum transfer between main channel and prismatic or non-prismatic floodplains. Unité de Génie Civil et Environnemental, 12, 326.
- Bousmar, D. and Zech, Y., 1999. Momentum transfer for practical flow computation in compound channels. Journal of Hydraulic Engineering, 125 (7), 696–706. doi: 10.1061/(ASCE)0733-9429(1999)125:7(696)
- Bousmar, D., et al., 2004. Overbank flow in symmetrically narrowing floodplains. Journal of Hydraulic Engineering, 130 (4), 305–312. doi: 10.1061/(ASCE)0733-9429(2004)130:4(305)
- Brunner, G.W., 2002. Hec-ras (river analysis system). North American Water and Environment Congress & Destructive Water, 3782–3787.
- Cantero, F., et al., 2015. Free surface profiles in river flows: can standard energy-based gradually-varied flow computations be pursued? Journal of Hydrology, 529, 1644–1656. doi: 10.1016/j.jhydrol.2015.07.056
- Chaudhry, M.H., 2007. Open-channel flow. New York: Springer Science & Business Media.
- Khatua, K., Patra, K., and Mohanty, P., 2012. Stage-discharge prediction for straight and smooth compound channels with wide floodplains. Journal of Hydraulic Engineering, 138 (1), 93–99. doi: 10.1061/(ASCE)HY.1943-7900.0000491
- Knight, D.W., et al., 2009. Practical channel hydraulics: roughness, conveyance and afflux. London: CRC Press.
- 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 (2), 84–94. doi: 10.1680/iwtme.1998.30477
- Lotter, G., 1933. Considerations on hydraulic design of channels with different roughness of walls. Transactions, All-Union Scientific Research Institute of Hydraulic Engineering, Leningrad, 9, 238–241.
- Maghrebi, M.F., 2006. Application of the single point measurement in discharge estimation. Advances in Water Resources, 29 (10), 1504–1514. doi: 10.1016/j.advwatres.2005.11.007
- Maghrebi, M.F. and Ball, J.E., 2006. New method for estimation of discharge. Journal of Hydraulic Engineering, 132 (10), 1044–1051. doi: 10.1061/(ASCE)0733-9429(2006)132:10(1044)
- Maghrebi, M.F., et al., 2017. Stage-discharge estimation in straight compound channels using isovel contours. Hydrological Processes, 31 (22), 3859–3870. doi: 10.1002/hyp.11299
- Proust, S., et al., 2009. Nonuniform flow in compound channel: a 1-D method for assessing water level and discharge distribution. Water Resources Research, 45 (W12411), 1–16.
- Rezaei, B., 2006. Overbank flow in compound channels with prismatic and non-prismatic floodplains. Thesis (PhD): University of Birmingham.
- Rezaei, B. and Knight, D.W., 2011. Overbank flow in compound channels with nonprismatic floodplains. Journal of Hydraulic Engineering, 137 (8), 815–824. doi: 10.1061/(ASCE)HY.1943-7900.0000368
- Shiono, K. and Knight, D.W., 1991. Turbulent open-channel flows with variable depth across the channel. Journal of Fluid Mechanics, 222, 617–646. doi: 10.1017/S0022112091001246
- Sturm, T.W. and Sadiq, A., 1996. Water surface profiles in compound channel with multiple critical depths. Journal of Hydraulic Engineering, 122 (12), 703–709. doi: 10.1061/(ASCE)0733-9429(1996)122:12(703)
- Vatankhah, A.R. and Easa, S.M., 2011. Direct integration of manning-based gradually varied flow equation. Proceedings of the Institution of Civil Engineers – Water Management, 164, 257–264. doi: 10.1680/wama.2011.164.5.257
- Wark, J.B., 1993. Discharge assessment in straight and meandering compound channels. Thesis (PhD): University of Glasgow.
- Wormleaton, P.R. and Hadjipanos, P., 1985. Flow distribution in compound channels. Journal of Hydraulic Engineering, 111 (2), 357–361. doi: 10.1061/(ASCE)0733-9429(1985)111:2(357)