Discharge and force distribution in a sinuous channel with vegetated floodplains during overbank flow

References

• Bousmar, D., Omran, M., Atabay, S., & Knight, D. W. (2009). Bed shear stress and roughness distribution in meandering compound channels. Proceeding of the 33rd IAHR Congress, Canada.
   Google Scholar
• Bousmar, D., & 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)
   Web of Science ®Google Scholar
• Elliott, S. C. A., & Sellin, R. H. J. (1990). SERC flood channel facility: Skewed flow experiments. Journal of Hydraulic Research, 28(2), 197–214. doi: 10.1080/00221689009499086
   Web of Science ®Google Scholar
• Ervine, D. A., Willetts, B. B., Sellin, R. H. J., & Lorena, M. (1993). Factors affecting conveyance in meandering compound flows. Journal of Hydraulic Engineering, 119(12), 1383–1399. doi: 10.1061/(ASCE)0733-9429(1993)119:12(1383)
   Web of Science ®Google Scholar
• Fernandes, J. N., Leal, J. B., & Cardoso, A. H. (2012). Flow structure in a compound channel with smooth and rough floodplains. European Water, 38, 3–12.
   Google Scholar
• Greenhill, R. K., & Sellin, R. H. J. (1993). Development of a simple method to predict discharges in compound meandering channels. Proceedings of the Institution of Civil Engineers – Water, Maritime and Energy, 101(1), 37–44. doi: 10.1680/iwtme.1993.22986
   Google Scholar
• Huthoff, F., Roos, P. C., Augustijn, D. C. M., & Hulscher, S. J. M. H. (2008). Interacting divided channel method for compound channel flow. Journal of Hydraulic Engineering, 134(8), 1158–1165. doi: 10.1061/(ASCE)0733-9429(2008)134:8(1158)
   Web of Science ®Google Scholar
• Knight, D. W., & Demetriou, J. D. (1983). Flood plain and main channel flow interaction. Journal of Hydraulic Engineering, 109(8), 1073–1092. doi: 10.1061/(ASCE)0733-9429(1983)109:8(1073)
   Web of Science ®Google Scholar
• Kouwen, N. (1990). Modern approach to design of grassed channels. Journal of Hydraulic Engineering, 118(5), 733–743.
   Google Scholar
• Martín-Vide, J. P. (2001). Restoration of an urban river in Barcelona, Spain. Environmental Engineering and Policy, 2(3), 113–119. doi: 10.1007/s100220000030
   Google Scholar
• Martin-Vide, J. P., López-Querol, S., & Moreta, P. J. M. (2004). Improving 1D-modelling of open channel flow in compound channels. Paper presented at the conference River Flow 2004 (Vol. 1, pp. 415–422). Napoli, Italy: IAHR.
   Google Scholar
• Mauchamp, A., Chauvelon, P., & Grillas, P. (2002). Restoration of floodplain wetlands: Opening polders along a coastal river in Mediterranean France, Vistre marshes. Ecological Engineering, 18, 619–632. doi: 10.1016/S0925-8574(02)00024-1
   Web of Science ®Google Scholar
• McKeogh, E. J., & Kiely, G. (1989, August). Experimental study of the mechanisms of flood flow in meandering channels. Proceedings of the 23rd IAHR Congress, Ottawa.
   Google Scholar
• Moreta, P. J. M., & Martin-Vide, J. P. (2010). Apparent friction coefficient in straight compound channels. Journal of Hydraulic Research, 48(2), 169–177. doi: 10.1080/00221681003704137
   Web of Science ®Google Scholar
• Myers, W. R. C. (1978). Momentum transfer in a compound channel. Journal of Hydraulic Ressearch, 16(2), 139–150. doi: 10.1080/00221687809499626
   Web of Science ®Google Scholar
• Petryk, S., & Bosmajian, G. B. (1975). Analysis of flow through vegetation. Journal of Hydraulic Division, 101(7), 871–884.
   Web of Science ®Google Scholar
• Rameshwaran, P., & Willetts, B. B. (1999). Conveyance prediction for meandering two-stage channel flows. Proceeding of the Institution of Civil Engineers - Water Maritime and Energy, 136(4), 153–166. doi: 10.1680/iwtme.1999.31747
   Google Scholar
• Sanjou, M., & Nezu, I. (2009). Turbulence structure and coherent motion in meandering compound open-channel flows. Journal of Hydraulic Research, 47(5), 598–610. doi: 10.3826/jhr.2009.3485
   Web of Science ®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, 7, 793–802. doi: 10.1051/lhb/1964044
   Google Scholar
• Sellin, R. H. J., Ervine, D. A., & Willetts, B. B. (1993). Behaviour of meandering two-stage channels. Proceedings of the Institution of Civil Engineers - Water Maritime and Energy, 101(2), 99–111. doi: 10.1680/iwtme.1993.23591
   Google Scholar
• Sellin, R. H. J., & Willetts, B. B. (1996). Three-dimensional structures, memory and energy dissipation in meandering compound channel flow. In M. G. Anderson, D. E. Walling & P. D. Bates (Eds.), Floodplain processes (pp. 255–298). Wiley.
   Google Scholar
• Shiono, K., Chan, T. L., Spooner, J., Rameshwaran, P., & Chandler, J. H. (2009). The effect of floodplain roughness on flow structures, bedforms and sediment transport rates in meandering channels with overbank flows: Part I. Journal of Hydraulic Research, 47(1), 5–19. doi: 10.3826/jhr.2009.2944-I
   Web of Science ®Google Scholar
• Shiono, K., & 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
   Web of Science ®Google Scholar
• Shiono, K., & Muto, Y. (1998). Complex flow mechanisms in compound meandering channels with overbank flow. Journal of Fluid Mechanics, 376, 221–261. doi: 10.1017/S0022112098002869
   Web of Science ®Google Scholar
• Toebes, G. H., & Sooky, A. A. (1967). Hydraulics of meandering rivers with floodplains. Journal of Waterways and Harbours Division, 93(2), 213–236.
   Google Scholar
• Townsend, R. D. (1968). An investigation of turbulence characteristics in a river model of complex cross-section. Proceedings of the Institution of Civil Engineers, 40(2), 155–175. doi: 10.1680/iicep.1968.7934
   Google Scholar
• Vionnet, C. A., Tassi, P. A., & Martín Vide, J. P. (2004). Estimates of flow resistance and eddy viscosity coefficients for 2D modelling on vegetated floodplains. Hydrological Processes, 18, 2907–2926. doi: 10.1002/hyp.5596
   Web of Science ®Google Scholar
• Wark, J. B., James, C. S., & Ackers, P. (1994). Design of straight and meandering compound channels. National Rivers Authority, R&D Report 13, UK.
   Google Scholar
• Wormleaton, P. R., Allen, J., & Hadjipanos, P. (1982). Discharge assessment in compound channel flow. Journal of Hydraulic Division, 108(9), 975–994.
   Web of Science ®Google Scholar
• Wormleaton, P. R., & Merrett, D. J. (1990). An improved method of the calculation for steady uniform flow in prismatic main channel/flood plain sections. Journal of Hydraulic Resesarch, 28(2), 157–174. doi: 10.1080/00221689009499084
   Web of Science ®Google Scholar
• Wormleaton, P. R., Sellin, R. H. J., Bryant, T., Loveless, J. H., Hey, R. D., & Catmur, S. E. (2004a). Flow structures in a two-stage channel with a mobile bed. Journal of Hydraulic Research, 42(2), 145–162. doi: 10.1080/00221686.2004.9728378
   Web of Science ®Google Scholar
• Wormleaton, P. R., Sellin, R. H. J., Bryant, T., Loveless, J. H., Hey, R. D., & Catmur, S. E. (2004b). Conveyance in a two-stage meandering channel with a mobile bed. Journal of Hydraulic Research, 42(5), 493–506. doi: 10.1080/00221686.2004.9641219
   Web of Science ®Google Scholar
• Wright, P. R., & Carstens, H. R. (1970). Linear momentum flux to overbank sections. Journal of Hydraulics Division, 96(9), 1781–1793.
   Google Scholar
• Zheleznyakov, G. V. (1971). Interaction of channel and floodplain streams. Proceedings of the 14th IAHR Congress (pp. 145–148). Paris, 5.
   Google Scholar