Open Access
Issue
E3S Web Conf.
Volume 40, 2018
River Flow 2018 - Ninth International Conference on Fluvial Hydraulics
Article Number 06033
Number of page(s) 8
Section Extreme events
DOI https://doi.org/10.1051/e3sconf/20184006033
Published online 05 September 2018
  1. A. Defina. Two-dimensional shallow flow equations for partially dry areas. Water Resour. Res. 36, 3251-64 (2000) [CrossRef] [Google Scholar]
  2. J.M. Hervouët, R. Samie, B. Moreau Modelling urban areas in dam-break floodwave numerical simulations. In: Proceedings of the international seminar and workshop on rescue actions based on dambreak flow analysis, pp. 1-6 . Seinâjoki, Finland (2000) [Google Scholar]
  3. V. Guinot, S. Soares-Frazão. Flux and source term discretisation in two-dimensional shallow water models with porosity on unstructured grids. Int. J. Numer. Meth. Fluids 50, 309-345 (2006) [Google Scholar]
  4. S. Soares-Frazão, J. Lhomme, V. Guinot, Y. Zech. Two-dimensional shallow water models with porosity for urban flood modelling. J. Hydraul. Res. 46, 45-64 (2008) [CrossRef] [Google Scholar]
  5. B.F. Sanders, J.E. Schubert, H.A. Gallegos. Integral formulation of shallow water equations with anisotropic porosity for urban flood modelling. J. Hydrol. 362, 19-38 (2008) [Google Scholar]
  6. Schubert, J.E., Sanders, B.F. Building treatments for urban flood inundation models and implications for predictive skill and modeling efficiency. Adv. Water Resour. 41, 49-64 (2012). [CrossRef] [Google Scholar]
  7. V. Guinot, B.F. Sanders, J.E. Schubert. Dual integral porosity shallow water model for urban flood modelling. Adv. Water Resour. 103, 16-31 (2017) [CrossRef] [Google Scholar]
  8. M. Velickovic. Macroscopic modeling of urban flood with a porosity model. PhD thesis, Université catholique de Louvain, Louvain-la-Neuve (2012) [Google Scholar]
  9. M. Velickovic, S. Soares-Frazão, Y. Zech. Steady-flow experiments in urban areas and anisotropic porosity model. Journal Hydraul. Res. 55, 85-100 (2017) [CrossRef] [Google Scholar]
  10. B. Kim, B.F. Sanders, J.S. Famiglietti, V. Guinot. Urban flood modeling with porous shallow-water equations: a case study of model errors in the presence of anisotropic porosity. J. Hydrol. 523, 680-692 (2015) [Google Scholar]
  11. I. Özgen, J. Zhao, D. Liang, R. Hinkelmann. Urban flood modeling using shallow water equations with depth-dependent anisotropic porosity. J. Hydrol. 541, 1165-1184 (2016) [Google Scholar]
  12. V. Guinot. A critical assessment of flux and source term closures in shallow water models with porosity for urban flood simulations. Adv. Water Resour. 109, 133-157 (2017) [CrossRef] [Google Scholar]
  13. V. Guinot. Multiple porosity shallow water models for macroscopic modelling of urban floods. Adv. Water Resour. 37, 40-72 (2012) [CrossRef] [Google Scholar]
  14. J.A. Cunge, F.M. Holly Jr, A. Verwey. Practical aspects of river computational hydraulics (Pitman Publ., 1980) [Google Scholar]
  15. S. Soares-Frazão, V. Guinot. An eigenvector-based linear reconstruction scheme for the shallow water equations on two-dimensional unstructured meshes. Int. J. Numer. Meth. Fluids 53, 23-55 (2007). [CrossRef] [Google Scholar]

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