[en] Flood risk in urbanized areas raises increasing concerns as a result of demographic and climate changes. Hydraulic modelling is a key component of urban flood risk analysis. Yet, detailed validation data are still lacking for comprehensively validating hydraulic modelling of inundation flow in urbanized floodplains. ln this study, we present an experimental model of inundation flow in a typical European urban district and we compare the experimental observations with predictions by a shallow-water numerical model. The setup is 5 ll\X Sm and involves seven streets along each direction, leading to 49 intersections. Different inflow discharges and flow partitions were tested. The performance ofthe numerical model is assessed and the upscaling ofthe experimental observations to the field is discussed.
Research Center/Unit :
Aquapôle - ULiège
Disciplines :
Civil engineering
Author, co-author :
Arrault; Ecole des Mines d'Ales
Finaud-Guyot, Pascal; ICube, Université de Strasbourg, CNRS
Archambeau, Pierre ; Université de Liège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Bruwier, Martin ; Université de Liège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Erpicum, Sébastien ; Université de Liège > Scientifiques attachés au Doyen (Sc.appliquées)
Pirotton, Michel ; Université de Liège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Dewals, Benjamin ; Université de Liège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Language :
English
Title :
Hydrodynamics of long-duration urban floods: experiments and numerical modelling
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Bibliography
An, H., Yu, S., Lee, G., Kim, Y.: Analysis of an open source quadtree grid shallow water flow solver for flood simulation, Quatern. Int., 384, 118-128, 2015.
Araud, Q.: Simulation des écoulements en milieu urbain lors d'un événement pluvieux extrême, PhD thesis, Université de Strasbourg, Strasbourg, 2012.
Bates, P. D., Horritt, M. S., Fewtrell, T. J.: A simple inertial formulation of the shallow water equations for efficient twodimensional flood inundation modelling, J. Hydrol., 387, 33-45, 2010.
Bazin, P. H.: Flows during floods in urban areas: influence of the detailed topography and the exchanges with the sewer system, PhD dissertation, Université Claude Bernard-Lyon I, Lyon, p. 293, 2013.
Bazin, P.-H., Nakagawa, H., Kawaike, K., Paquier, A., Mignot, E.: Modeling flow exchanges between a street and an underground drainage pipe during urban floods, J. Hydraul. Eng., 140, 04014051, doi:10.1061/(ASCE)HY.1943-7900.0000917, 2014.
Beckers, A., Dewals, B., Erpicum, S., Dujardin, S., Detrembleur, S., Teller, J., Pirotton, M., Archambeau, P.: Contribution of land use changes to future flood damage along the river Meuse in the Walloon region, Nat. Hazards Earth Syst. Sci., 13, 2301-2318, doi:10.5194/nhess-13-2301-2013, 2013.
Brazdova, M., Riha, J.: A simple model for the estimation of the number of fatalities due to floods in central Europe, Nat. Hazards Earth Syst. Sci., 14, 1663-1676, doi:10.5194/nhess-14-1663-2014, 2014.
Bruwier, M., Erpicum, S., Pirotton, M., Archambeau, P., Dewals, B. J.: Assessing the operation rules of a reservoir system based on a detailed modelling chain, Nat. Hazards Earth Syst. Sci., 15, 365-379, doi:10.5194/nhess-15-365-2015, 2015.
Camnasio, E., Erpicum, S., Archambeau, P., Pirotton, M., Dewals, B.: Prediction of mean and turbulent kinetic energy in rectangular shallow reservoirs, Eng. Appl. Comput. Fluid Mech., 8, 586-597, 2014.
Causon, D., Ingram, D., Mingham, C., Yang, G., Pearson, R.: Calculation of shallow water flows using a Cartesian cut cell approach, Adv. Water Resour., 23, 545-562, 2000.
Choi, S.-U., Garcia, M. H.: k Î-turbulence modeling of density currents developing two dimensionally on a slope, J. Hydraul. Eng., 128, 55-63, 2002.
Costabile, P., Macchione, F.: Enhancing river model set-up for 2-D dynamic flood modelling, Environ. Model. Softw., 67, 89-107, 2015.
de Moel, H., van Alphen, J., Aerts, J. C. J. H.: Flood maps in Europe-methods, availability and use, Nat. Hazards Earth Syst. Sci., 9, 289-301, doi:10.5194/nhess-9-289-2009, 2009.
Detrembleur, S., Stilmant, F., Dewals, B., Erpicum, S., Archambeau, P., Pirotton, M.: Impacts of climate change on future flood damage on the river Meuse, with a distributed uncertainty analysis, Nat. Hazards, 77, 1533-1549, 2015.
Dewals, B. J., Kantoush, S. A., Erpicum, S., Pirotton, M., Schleiss, A. J.: Experimental and numerical analysis of flow instabilities in rectangular shallow basins, Environ. Fluid Mech., 8, 31-54, 2008.
Domeneghetti, A., Carisi, F., Castellarin, A., Brath, A.: Evolution of flood risk over large areas: Quantitative assessment for the Po river, J. Hydrol., 527, 809-823, 2015.
Dottori, F., Di Baldassarre, G., Todini, E.: Detailed data is welcome, but with a pinch of salt: Accuracy, precision, uncertainty in flood inundation modeling, Water Resour. Res., 49, 6079-6085, 2013.
El Kadi Abderrezzak, K., Paquier, A., Mignot, E.: Modelling flash flood propagation in urban areas using a two-dimensional numerical model, Nat. Hazards, 50, 433-460., 2009.
El Kadi Abderrezzak, K., Lewicki, L., Paquier, A., Riviere, N., Travin, G.: Division of critical flow at three-branch open-channel intersection, J. Hydraul. Res., 49, 231-238, 2011.
Ernst, J., Dewals, B. J., Detrembleur, S., Archambeau, P., Erpicum, S., Pirotton, M.: Micro-scale flood risk analysis based on detailed 2D hydraulic modelling and high resolution geographic data, Nat. Hazards, 55, 181-209, 2010.
Erpicum, S., Meile, T., Dewals, B. J., Pirotton, M., Schleiss, A. J.: 2D numerical flow modeling in a macro-rough channel, Int. J. Numer. Meth. Fluids, 61, 1227-1246, 2009.
Erpicum, S., Dewals, B., Archambeau, P., Pirotton, M.: Dam break flow computation based on an efficient flux vector splitting, J. Comput. Appl. Math., 234, 2143-2151, 2010b.
Ishigaki, T., Toda, K., Inoue, K.: Hydraulic model tests of inundation in urban area with underground space, Theme B, Proc. of XXX IAHR Congress, August 2003, Greece, 487-493, 2003.
Kellermann, P., Schäbel, A., Kundela, G., Thieken, A. H.: Estimating flood damage to railway infrastructure-The case study of the March River flood in 2006 at the Austrian Northern Railway, Nat. Hazards Earth Syst. Sci., 15, 2485-2496, doi:10.5194/nhess-15-2485-2015, 2015.
Kim, B., Sanders, B. F., Schubert, J. E., Famiglietti, J. S.: Mesh type tradeoffs in 2D hydrodynamic modeling of flooding with a Godunov-based flow solver, Adv. Water Resour., 68, 42-61, 2014.
Kim, B., Sanders, B. F., Famiglietti, J. S., Guinot, V.: 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.
Kim, H.-J., Cho, Y.-S.: Numerical model for flood routing with a Cartesian cut-cell domain, J. Hydraul. Res., 49, 205-212, 2011.
Kreibich, H., Van Den Bergh, J. C. J. M., Bouwer, L. M., Bubeck, P., Ciavola, P., Green, C., Hallegatte, S., Logar, I., Meyer, V., Schwarze, R., Thieken, A. H.: Costing natural hazards, Nat. Clim. Change, 4, 303-306, 2014.
Li, C. W., Zeng, C.: Flow division at a channel crossing with subcritical or supercritical flow, Int. J. Numer. Meth. Fluids, 62, 56-73, 2010.
Lipeme Kouyi, G., Rivière, N., Vidalat, V., Becquet, A., Chocat, B., Guinot, V.: Urban flooding: One-dimensional modelling of the distribution of the discharges through cross-road intersections accounting for energy losses, Water Sci. Technol., 61, 2021-2026, 2010.
Merz, B., Vorogushyn, S., Uhlemann, S., Delgado, J., Hundecha, Y.: HESS Opinions "More efforts and scientific rigour are needed to attribute trends in flood time series", Hydrol. Earth Syst. Sci., 16, 1379-1387, doi:10.5194/hess-16-1379-2012, 2012.
Mignot, E., Paquier, A., Haider, S.: Modeling floods in a dense urban area using 2D shallow water equations, J. Hydrol., 327, 186-199, 2006.
Mignot, E., Paquier, A., Rivieè, N.: Experimental and numerical modeling of symmetrical four-branch supercritical cross junction flow, J. Hydraul. Res., 46, 723-738, 2008.
Mignot, E., Zeng, C., Dominguez, G., Li, C.-W., Rivière, N., Bazin, P.-H.: Impact of topographic obstacles on the discharge distribution in open-channel bifurcations, J. Hydrol., 494, 10-19, 2013.
Neal, J. C., Bates, P. D., Fewtrell, T. J., Hunter, N. M., Wilson, M. D., Horritt, M. S.: Distributed whole city water level measurements from the Carlisle 2005 urban flood event and comparison with hydraulic model simulations, J. Hydrol., 368, 42-55, 2009.
Neary, V., Sotiropoulos, F., Odgaard, A.: Three-Dimensional Numerical Model of Lateral-Intake Inflows, J. Hydraul. Eng., 125, 126-140, 1999.
Paquier, A., Tachrift, H., Riviere, N., El kadi Abderrezzak, K.: Assessing the effects of two non-structural flood mitigation measures using laboratory and real cases, Road map towards a flood resilient urban environment, Proceedings Final conference of the COST action C22, 26-27 November 2009, Paris, France, p. 8, 2009.
Rivière, N., Travin, G., Perkins, R. J.: Subcritical open channel flows in four branch intersections, Water Resour. Res., 47, W10517, doi:10.1029/2011WR010504, 2010.
Rivière, N., Travin, G., Perkins, R. J.: Transcritical flows in three and four branch open-channel intersections, J. Hydraul. Eng., 140, 04014003, doi:10.1061/(ASCE)HY.1943-7900.0000835, 2014.
Roache, P. J.: Perspective: a method for uniform reporting of grid refinement studies, J. Fluids Eng., 116, 405-413, 1994.
Sanders, B. F., Schubert, J. E., Gallegos, H. A.: Integral formulation of shallow-water equations with anisotropic porosity for urban flood modeling, J. Hydrol., 362, 19-38, 2008.
Sattar, A. M. A., Kassem, A. A., Chaudhry, M. H.: Case study: 17th street canal breach closure procedures, J. Hydraul. Eng., 134, 1547-1558, 2008.
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.
Soares-Frazaõ, S., Zech, Y.: Dam-break flow through an idealised city, J. Hydraul. Res., 46, 648-658, 2008.
Vorogushyn, S., Merz, B.: Flood trends along the Rhine: the role of river training, Hydrol. Earth Syst. Sci., 17, 3871-3884, doi:10.5194/hess-17-3871-2013, 2013.
Weber, L. J., Schumate, E. D., Mawer, N.: Experiments on flow at a 90-open-channel junction, J. Hydraul. Eng., 127, 340-350, 2001.
Zech, Y., Soares-Frazaõ, S.: Dam-break flow experiments and real-case data. A database from the European IMPACT research, J. Hydraul. Res., 45, 5-7, 2007.
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