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Original Articles

Testing different cross-section spacing in 1D hydraulic modelling: a case study on Johor River, Malaysia

Test de différents espacements entre sections en travers en modelisation hydraulique 1D : étude de cas sur la rivière Johor, en Malaisie

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Pages 351-360 | Received 24 Jan 2013, Accepted 09 Dec 2013, Published online: 20 Dec 2014

REFERENCES

  • Akbari, G.H. and Barati, R., 2012. Comprehensive analysis of flooding in unmanaged catchments. Proceedings of the ICE – Water Management, 165 (4), 229–238. doi:10.1680/wama.10.00036.
  • Baptist, M.J., et al., 2004. Assessment of the effects of cyclic floodplain rejuvenation on flood levels and biodiversity along the Rhine River. River Research and Applications, 20, 285–297. doi:10.1002/rra.778.
  • Barkau, R.L., 1997. UNET one-dimensional unsteady flow through a full network of open channels. Davis: User’s Manual, US Army Corps of Engineers, Hydrologic Engineering Center.
  • Berz, G., 2000. Flood disasters: lessons from the past-worries for the future. Proceedings of the Institution of Civil Engineers Water & Maritime and Engineering, 142 (1), 3–8.
  • Brandimarte, L. and Di Baldassarre, G., 2012. Uncertainty in design flood profiles derived by hydraulic modelling. Hydrology Research, 43 (6), 753–761. doi:10.2166/nh.2011.086.
  • Brandimarte, L. and Woldeyes, M.K., 2013. Uncertainty in the estimation of backwater effects at bridge crossings. Hydrological Processes, 27, 1292–1300. doi:10.1002/hyp.9350.
  • Castellarin, A., et al., 2009. Optimal cross-sectional spacing in Preissmann scheme 1D hydrodynamic models. Journal of Hydraulic Engineering, 135 (2), 96–105. doi:10.1061/(ASCE)0733-9429(2009)135:2(96).
  • Castellarin, A., Di Baldassarre, G., and Brath, A., 2011. Floodplain management strategies for flood attenuation in the River Po. River Research and Applications, 27, 1037–1047. doi:10.1002/rra.1405.
  • Chow, V.T., 1959. Open-channel hydraulics. New York: McGraw-Hill.
  • Cook, A. and Merwadee, V., 2009. Effect of topographic data, geometric configuration and modeling approach on flood inundation mapping. Journal of Hydrology, 377, 131–142. doi:10.1016/j.jhydrol.2009.08.015.
  • Cunge, J.A., 1975. Two dimensional modelling of flood plains. Chapter 17. In: K. Mahmood and V. Yevjevich, eds. Unsteady flow in open channels. Littleton, CO: Water Resources Publications.
  • Di Baldassarre, G., Castellarin, A., and Brath, A., 2009. Analysis of the effects of levee heightening on flood propagation: example of the River Po, Italy. Hydrological Sciences Journal, 54 (6), 1007–1017. doi:10.1623/hysj.54.6.1007.
  • Di Baldassarre, G. and Claps, P., 2011. A hydraulic study on the applicability of flood rating curves. Hydrology Research, 42 (1), 10–19. doi:10.2166/nh.2010.098.
  • Di Baldassarre, G., et al., 2010. Flood fatalities in Africa: from diagnosis to mitigation. Geophysical Research Letters, 37, L22402. doi:10.1029/2010GL045467.
  • Emergency Events Database (EM-DAT), 2012. International disaster database. Brussels: Universitè Catholique de Louvain. Available from: http://www.em-dat.net [Accessed September 2012].
  • Fewtrell, T.J., et al., 2011. Geometric and structural river channel complexity and the prediction of urban inundation. Hydrological Processes, 25, 3173–3186. doi:10.1002/hyp.8035.
  • Franques, J.T. and Yannitell, D.W., 1974. Two-dimensional analysis of backwater at bridges. Journal of the Hydraulics Division, 100 (3), 379–392.
  • Hooijer, A., et al., 2004. Towards sustainable flood risk management in the Rhine and Meuse river basins: synopsis of the findings of IRMA-SPONGE. River Research and Applications, 20, 343–357. doi:10.1002/rra.781.
  • Horritt, M.S., et al., 2007. Comparing the performance of a 2-D finite element and a 2-D finite volume model of floodplain inundation using airborne SAR imagery. Hydrological Processes, 21, 2745–2759. doi:10.1002/hyp.6486.
  • Horritt, M.S. and Bates, P.D., 2002. Evaluation of 1D and 2D numerical models for predicting river flood inundation. Journal of Hydrology, 268 (1–4), 87–99. doi:10.1016/S0022-1694(02)00121-X.
  • Horritt, M.S., Bates, P.D., and Mattinson, M.J., 2006. Effects of mesh resolution and topographic representation in 2D finite volume models of shallow water fluvial flow. Journal of Hydrology, 329 (1–2), 306–314. doi:10.1016/j.jhydrol.2006.02.016.
  • Samuels, P.G., 1990. Cross-section location in 1-D models. In: White W.R. ed. Proceedings of international conference on river flood hydraulics. Chichester: John Wiley, 339–350.
  • Samuels, P.G. 1995. Uncertainty in flood level prediction. In: Proceedings XXVI biannual congress of the IAHR. HYDRA2000, 11–15 September, Thomas Telford, London.
  • Shafie, A. 2009. Extreme flood event: a case study on floods of 2006 and 2007 in Johor, Malaysia. In partial fulfilment of the requirements for Degree Master of Science. Fort Collins: Colorado State University.
  • Tayefi, V., et al., 2007. A comparison of one- and two-dimensional approaches to modelling flood inundation over complex upland floodplains. Hydrological Processes, 21 (23), 3190–3202. doi:10.1002/hyp.6523.
  • USACE, 2010. HEC-RAS river analysis system user’s manual. Version 4.1. Davis, California: Hydrologic Engineering Center.
  • van Alphen, J., et al., 2009. Flood risk mapping in Europe, experiences and best practices. Journal of Flood Risk Management, 2, 285–292. doi:10.1111/j.1753-318X.2009.01045.x.

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