Modeling floods in a dense urban area using 2D shallow water equations

Journal of Hydrology

Volumn 327, Issue 1-2, 2006, Pages 186-199

  Mignot, E ^a   Paquier, A ^a   Haider, S ^b  

^a CENTRE DE LYON VILLEURBANNE   (France)

^b THE UNIVERSITY OF AGRICULTURE   (Pakistan)

Author keywords

2D shallow water equations; Calibration; Flood; Sensitivity analysis; Urban areas

Indexed keywords

CALIBRATION; COMPUTER SIMULATION; FLOW OF WATER; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SENSITIVITY ANALYSIS;

2D SHALLOW WATER EQUATIONS; PLANNING MITIGATIONS; SECOND ORDER SCHEME; URBAN AREAS;

FLOODS;

CALIBRATION; COMPUTER SIMULATION; FLOODS; FLOW OF WATER; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SENSITIVITY ANALYSIS;

FLOOD; SENSITIVITY ANALYSIS; SHALLOW-WATER EQUATION; URBAN AREA;

EURASIA; EUROPE; FRANCE; GARD; LANGUEDOC-ROUSSILLON; NIMES; WESTERN EUROPE;

EID: 33746216241     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhydrol.2005.11.026     Document Type: Article

References (29)

1. Aronica G.T., and Lanza L.G. Drainage efficiency in urban areas: a case study. Hydrological Processes 19 (2005)
2. BCEOM, CS, Météo France, 2004. Outil de prévision hydrométéorologique - Projet Espada - Ville de Nîmes (Technical Report in French).
3. Bonneaud, S., 2002. Nîmes, du 3 octobre 1988 au Plan de Protection Contre les Inondations (CD rom). In: Proceeding of conference: "Inondations en France", Agropolis International, Montpellier, France (in French).
4. Calenda G., Calvani L., and Mancini C.P. Simulation of the great flood of December 1870 in Rome. Water and Maritime Engineering 156 4 (2003)
5. Chen, H.H., HSU, M.H., Chen, T.S., 2004. The integrated inundation model for urban drainage basins, Novatech 2004, Lyon, France.
6. Desbordes M., Durepaire P., Gilly J.C., Masson J.M., and Maurin Y. 3 Octobre 1988: Inondations sur Nîmes et sa Région: Manifestations, Causes et Conséquences (1989), C. Lacour, Nîmes, France (in French)
7. Gourbesville, P., Savioli, J., 2002. Urban runoff and flooding: interests and difficulties of the 2D approach. In: Proceedings of the Fifth International Hydroinformatics (2002), Cardiff, UK.
8. Haider, S., 2001. Contribution à la modélisation d'une inondation en zone urbanisée. Approche bidimensionnelle par les équations de Saint Venant (in French). (Contribution to the modelling of a flood in an urbanised zone - 2-D approach by de Saint Venant equations). PhD Thesis, Institut National des Sciences Appliquées, Lyon.
9. Haider S., Paquier A., Morel R., and Champagne J.-Y. Urban flood modelling using computational fluid dynamics. Water and Maritime Engineering 156 2 (2003)
10. Hsu M.H., Chen S.H., and Chang T.J. Inundation simulation for urban drainage basin with storm sewer system. Journal of Hydrology 234 (2000)
11. Huang J.C., Weber L.J., and Lai Y.G. Three-dimensional numerical study of flows in open-channel junctions. Journal of Hydraulic Engineering-ASCE 128 3 (2002)
12. Inoue K., Kawaike K., and Hayashi H. Numerical simulation models of inundation flow in urban area. Journal of Hydroscience and Hydraulic Engineering 18 1 (2000)
13. Ishigaki T., Nakagawa H., and Baba Y. Hydraulic model test and calculation of flood in urban area with underground space. 4th International Symposium On Environmental Hydraulics. In: Lee, and Lam (Eds). Sustainable Water Management in the Asia-Pacific Region vol. 2 (2004), A.A. Balkema Publishers, Lisse, The Netherlands
14. Khan A.A., Cadavid R., and Wang S.S.Y. Simulation of channel confluence and bifurcation using the CCHE2D model. Water and Maritime Engineering 142 (2000)
15. Mark O., Weesakul S., Apirumanekul C., Aroonnet S.B., and Djordjevic S. Potential and limitations of 1D modelling of urban flooding. Journal of Hydrology 299 (2004)
16. Mignot E., and Paquier A. Impact-flood propagation case study - the model city flooding experiment. Proceedings of the Third IMPACT Worshop (EU-Funded Research Project on Investigation of Extreme Flood Processes and Uncertainty), Louvain La Neuve, Belgium, 5-7 November 2003 (2003), HR Wallingford
17. Mignot E., and Paquier A. Impact-flood propagation. Isolated building test case. Proceedings of the Third IMPACT Worshop (EU-Funded Research Project on Investigation of Extreme Flood Processes and Uncertainty), Louvain La Neuve, Belgium, 5-7 November 2003 (2003), HR Wallingford, Wallingford, U.K.
18. Mignot E., and Paquier A. Impact-flood propagation case study. The flooding of Sumacárcel after Tous Dam Break. Cemagref's modelling. Proceedings of the Fourth IMPACT Workshop (EU-Funded Research Project on Investigation of Extreme Flood Processes and Uncertainty), Zaragoza, Spain, 3-5 November 2004 (2004), HR Wallingford, Wallingford, U.K.
19. Mignot, E., Paquier, A., Perkins, R.J., Rivière, N., 2005a. Flow structures at the junction of four supercritical channel flows. In: Proceedings of the Tenth International Conference on Urban Drainage, Copenhagen, Denmark, 21-26 August 2005.
20. Mignot, E., Paquier, A., Rivière, N., 2005b. 2D numerical simulation of four branches experimental supercritical junction flows. In: Proceedings of the XXXI IAHR Congress, 11th-16th September 2005, Seoul, Korea.
21. Nania, L.S., 1999. Metodologia numérico-experimental para el analisis del riesgo asociado a la escorrentia pluvial en una red de calles. PhD Thesis, Universitat politècnica de Catalunya, Barcelona (in Spanish).
22. Neary V.S., Sotiropoulos F., and Odgaard A.J. Three-dimensional numerical model of lateral-intake inflows. Journal of Hydraulic Engineering 125 2 (1999) 126-140
23. Paquier, A., 1995. Modélisation et simulation de la propagation de l'onde de rupture de barrage (in French) (Modelling and simulating the propagation of dam-break wave). PhD Thesis, Université Jean Monnet de Saint Etienne.
24. Paquier, A., 1998. 1-D and 2-D models for simulating dam-break waves and natural floods. In: Morris, M., Galland, J.-C., Balabanis, P., (Eds.), Concerted action on Dam-break Modelling, Processings of the CADAM Meeting. European Commission, Science Research Development, Hydrological and Hydrogeological Risks, Luxembourg.
25. Perrin C., Michel C., and Andreassian V. Improvement of a parsimonious model for streamflow simulation. Journal of Hydrology 279 1-4 (2003)
26. Schmitt T.G., Thomas M., and Ettrich N. Analysis and modeling of flooding in urban drainage systems. Journal of Hydrology 299 (2004)
27. Shettar A.S., and Murthy K.K. A numerical study of division of flow in open channels. Journal of Hydraulic Research 34 5 (1996)
28. VanLeer B. Towards the ultimate conservative difference scheme. V. A second order sequel to Godunov's method. Journal of Computational Physics 32 (1979)
29. Weber L.J., Schumate E.D., and Mawer N. Experiments on flow at a 90° open-channel junction. Journal of Hydraulic Engineering 127 5 (2001)