Validation of 2D shock capturing flood models around a surcharging manhole

References

• Borsche, R. and Klar, A., 2014. Flooding in urban drainage systems: coupling hyperbolic conservation laws for sewer systems and surface flow. International Journal for Numerical Methods in Fluids, 76, 789–810. doi:10.1002/fld.3957.
   Web of Science ®Google Scholar
• Cea, L., Garrido, M., and Puertas, J., 2010. Experimental validation of two-dimensional depth-averaged models for forecasting rainfall runoff from precipitation data in urban areas. Journal of Hydrology, 382, 88–102. doi:10.1016/j.jhydrol.2009.12.020.
   Web of Science ®Google Scholar
• Chen, A., et al., 2015. Modelling sewer discharge via dis- placement of manhole covers during flood events using 1D/2D SIPSON/P-DWave dual drainage simulations. Urban Water Journal, 13 (8), 530–840. doi:10.1080/1573062X.2015.1041991.
   Web of Science ®Google Scholar
• Chow, V.T., 1959. Open-channel hydraulics. New York: McGraw-Hill.
   Google Scholar
• Djordjević, S., et al., 2005. SIPSON- simulation of interaction between pipe flow and surface overland flow in networks. Water Science & Technology, 52 (5), 275–283.
   PubMed Web of Science ®Google Scholar
• Falconer, R.H., et al., 2009. Pluvial flooding: new approaches in flood warning, mapping and risk management. Journal of Flood Risk Management, 2 (3), 198–208. doi:10.1111/j.1753-318X.2009.01034.x.
   Web of Science ®Google Scholar
• Hager, W.H., 2010. Wastewater Hydraulics. Berlin, Second Edition: Springer.10.1007/978-3-642-11383-3
   Google Scholar
• Kesserwani, G., and Wang, Y., 2014. Discontinuous Galerkin flood model formulation: Luxury or necessity? Water Resources Research, 50, 6522–6541. doi:10.1002/2013WR014906.
   Web of Science ®Google Scholar
• Leandro, J., Chen, A., and Schumann, A., 2014. A 2D parallel diffusive wave model for floodplain inundation with variable time step (P-DWave). Journal of Hydrology, 517, 250–259. doi:10.1016/j.jhydrol.2014.05.020.
   Web of Science ®Google Scholar
• Leandro, J., Schumann, A., and Pfister, A., 2016. A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling. Journal of Hydrology, 535, 356–365. doi:10.1016/j.jhydrol.2016.01.060.
   Web of Science ®Google Scholar
• Lee, S., et al. (2013), Experimental Validation of Interaction Model At Storm Drain for Development of Integrated Urban. Journal of Japan Society of Civil Engineers, Ser. B1 69(4), 109–114. doi:10.2208/jscejhe.69.I_109
   Google Scholar
• Mahdizadeh, H., Stansby, P.K., and Rogers, B.D., 2012. Flood Wave Modeling Based on a Two-Dimensional Modified Wave Propagation Algorithm Coupled to a Full-Pipe Network Solver. Journal of Hydraulic Engineering, 138 (3), 247–259. doi:10.1061/(ASCE)HY.1943-7900.0000515.
   Web of Science ®Google Scholar
• Martins, R., Leandro, J., and Djordjević, S., 2015. A well balanced Roe scheme for the local inertial equations with an unstructured mesh. Advances in Water Resources, 83, 351–363. doi:10.1016/j.advwatres.2015.07.007.
   Web of Science ®Google Scholar
• Martins, R., Leandro, J., and Djordjević, S., 2016. Influence of sewer network models on urban flood damage assessment based on coupled 1D/2D models. Journal of Flood Risk Management. doi:10.1111/jfr3.12244
   Web of Science ®Google Scholar
• Neal, J., et al., 2012. How much physical complexity is needed to model flood inundation? Hydrological Processes, 26 (15), 2264–2282. doi:10.1002/hyp.8339.
   Web of Science ®Google Scholar
• Néelz, S., and Pender, G., 2012. Benchmarking of 2D hydraulic modelling packages - tuflow, Technical Report June, Environment Agency, Bristol.
   Google Scholar
• Nikolos, I., and Delis, A., 2009. An unstructured node-centered finite volume scheme for shallow water flows with wet/dry fronts over complex topography. Computer Methods in Applied Mechanics and Engineering, 198 (47-48), 3723–3750. doi:10.1016/j.cma.2009.08.006.
   Web of Science ®Google Scholar
• Rubinato, M., (2015). Physical scale modelling of urban flood systems. Phd thesis. University of Sheffield.
   Google Scholar
• Schöberl, J., 1997. NETGEN an advancing front 2D/3D-mesh generator based on abstract rules. Computing and visualization in science, 1 (1), 41–52. doi:10.1007/s007910050004.
   Google Scholar
• Seyoum, S., et al., 2012. Coupled 1D and noninertia 2D flood inundation model for simulation of urban flooding. Journal of Hydraulic Engineering, 138 (1), 23–34. doi:10.1061/(ASCE)HY.1943-7900.0000485.
   Web of Science ®Google Scholar
• Smajstrla, A.G., Harrison, D.S., and Zazueta, F.S. (1985). Agricultural water measurement. Intitute of Food and Agricultural Sciences, Bulletin. Gainesville: University of Florida, 207
   Google Scholar
• Toro, E.F., Spruce, M., and Speares, W., 1994. Restoration of the contact surface in the HLL- Riemann solver. Shock Waves, 4 (1), 25–34. doi:10.1007/BF01414629.
   Google Scholar
• Wang, Y., et al., 2011. A 2D shallow flow model for practical dam-break simulations. Journal of Hydraulic Research, 49 (3), 307–316. doi:10.1080/00221686.2011.566248.
   Web of Science ®Google Scholar
• Zhao, C., Zhu, D., and Rajaratnam, N., 2004. Supercritical sewer flows at a combining junction: A model study of the Edworthy trunk junction, Calgary, Alberta. Journal of Environmental Engineering and Science, 3 (5), 343–353. doi:10.1139/s04-019.
   Web of Science ®Google Scholar
• Zhao, C., Zhu, D., and Rajaratnam, N., 2006. Experimental Study of Surcharged Flow at Combining Sewer Junctions. Journal of Hydraulic Engineering, 132 (12), 1259–1271. doi:10.1061/(ASCE)0733-9429(2006)132:12(1259).
   Web of Science ®Google Scholar