Investigation of distributed-porosity fields for urban flood modelling using single-porosity models

Sandra Soares-Frazão; Fabian Franzini; Jérémy Linkens; Jean-Charles Snaps

doi:10.1051/e3sconf/20184006040

All issues

Volume 40 (2018)

E3S Web Conf., 40 (2018) 06040

References

Open Access

Issue		E3S Web Conf. Volume 40, 2018 River Flow 2018 - Ninth International Conference on Fluvial Hydraulics


Article Number		06040
Number of page(s)		7
Section		Extreme events
DOI		https://doi.org/10.1051/e3sconf/20184006040
Published online		05 September 2018

A. Defina. Two-dimensional shallow flow equations for partially dry areas. Water Resour. Res. 36, 3251-64 (2000) [CrossRef] [Google Scholar]
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) [CrossRef] [Google Scholar]
S. Soares-Frazão, J. Lhomme, V. Guinot, Y. Zech. Two-dimensional shallow water models with porosity for urban flood modelling. J. Hydraulic Research 46, 45-64 (2008) [CrossRef] [Google Scholar]
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) [CrossRef] [Google Scholar]
J.E. Schubert, B.F. Sanders. 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]
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]
M. Velickovic, S. Soares-Frazão, Y. Zech. Steady-flow experiments in urban areas and anisotropic porosity model. Journal of Hydr. Research 55, 85-100 (2017) [CrossRef] [Google Scholar]
J. Linkens, J.C. Snaps. Application du concept de porosité pour la modélisation d'écoulements en milieu urbain. Master thesis of the Université catholique de Louvain. (2017) [Google Scholar]

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[1] A. Defina. Two-dimensional shallow flow equations for partially dry areas. Water Resour. Res. 36, 3251-64 (2000) [CrossRef] [Google Scholar]

[2] 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) [CrossRef] [Google Scholar]

[3] S. Soares-Frazão, J. Lhomme, V. Guinot, Y. Zech. Two-dimensional shallow water models with porosity for urban flood modelling. J. Hydraulic Research 46, 45-64 (2008) [CrossRef] [Google Scholar]

[4] 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) [CrossRef] [Google Scholar]

[5] J.E. Schubert, B.F. Sanders. 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]

[6] 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]

[7] M. Velickovic, S. Soares-Frazão, Y. Zech. Steady-flow experiments in urban areas and anisotropic porosity model. Journal of Hydr. Research 55, 85-100 (2017) [CrossRef] [Google Scholar]

[8] J. Linkens, J.C. Snaps. Application du concept de porosité pour la modélisation d'écoulements en milieu urbain. Master thesis of the Université catholique de Louvain. (2017) [Google Scholar]