One-dimensional GIS-based model compared with a two-dimensional model in urban floods simulation

Water Science and Technology

Volumn 54, Issue 6-7, 2006, Pages 83-91

  Lhomme, J ^a   Bouvier, C ^a   Mignot, E ^b   Paquier, A ^b  

^a UNIVERSITÉ DE MONTPELLIER   (France)

^b CENTRE DE LYON VILLEURBANNE   (France)

Author keywords

Crossroads; GIS based model; Kinematic wave; One dimensional models; Two dimensional models; Urban floods

Indexed keywords

APPROXIMATION THEORY; COMPUTER SIMULATION; EQUATIONS OF MOTION; FLOW MEASUREMENT; GEOGRAPHIC INFORMATION SYSTEMS; HYDRODYNAMICS; MAPPING; MATHEMATICAL MODELS;

DIGITAL ELEVATION MODEL; FLOW DEPTHS; KINETIC WAVE; SHALLOW WATER EQUATIONS; URBAN FLOOD;

FLOODS;

APPROXIMATION THEORY; COMPUTER SIMULATION; EQUATIONS OF MOTION; FLOODS; FLOW MEASUREMENT; GEOGRAPHIC INFORMATION SYSTEMS; HYDRODYNAMICS; MAPPING; MATHEMATICAL MODELS;

COMPUTER SIMULATION; DIGITAL ELEVATION MODEL; FLOOD; GIS;

ARTICLE; CITY PLANNING; COMPUTER ANALYSIS; COMPUTER MODEL; COMPUTER SIMULATION; CONTROLLED STUDY; FLOODING; FLOW RATE; FRANCE; GEOGRAPHY; GEOMETRY; HYDRODYNAMICS; INTERMETHOD COMPARISON; KINEMATICS; URBAN AREA; WATER FLOW;

CITIES; COMPUTER SIMULATION; MODELS, THEORETICAL; NATURAL DISASTERS; RAIN; WATER MOVEMENTS;

EID: 33751063313     PISSN: 02731223     EISSN: None     Source Type: Book Series    
DOI: 10.2166/wst.2006.594     Document Type: Article

References (10)

1. Bouvier, C. and Delclaux, F. (1996). ATHYS: a hydrological environment for spatial modelling and coupling with a GIS. In Proceedings HydroGIS '96, (Vol. 235). IAHS publication, Vienna-Austria, pp. 19-28.
2. Cappelaere, B., Vieux, B., Peugeot, C., Maia-Bresson, A. and Seguis, L. (2003). Hydrologic process simulation of a semiarid, endoreic catchment in Sahelian West Niger. 2. Model calibration and uncertainty characterization. J. Hydrol., 279, 244-261.
3. Chocat, B. (1997). Encyclopédie de l'hydrologie urbaine et de l'assainissement. EURYDICE 92, Lavoisier, Paris.
4. Inoue, K., Kawaike, K. and Hayashi, H. (2000). Numerical simulation models on inundation flow in urban area. J. Hydrosci. Hyd. Engng., JSCE, 18(1), 119-126.
5. James, C.S. (1994). Evaluation of methods for predicting bend loss in meandering channels. J. Hyd. Engng., ASCE, 120(2), 245-253.
6. MEDD (2004). Estimation des écoulements de surface pour une crue extrême en milieu urbanisé. Ministère de l'Ecologie et du Développement Durable, Programme Risques d'Inondation. Rapport final, mars 2004.
7. Nania, L., Gómez, M. and Dolz, J. (2004). Experimental study of the dividing flow in steep streets crossings. J. Hyd. Res., IAHR, 42(4), 406-412.
8. Paquier, A., Tanguy, J.M., Haider, S. and Zhang, B. (2003). Estimation des niveaux d'inondation pour une crue éclair en milieu urbain: comparaison de deux modèles hydrodynamiques sur la crue de Nîmes d'octobre 1988. Rev. Sci. de l'Eau., 16(1), 79-102.
9. Vieux, B.E. and Gauer, N. (1994). Finite-element modelling of storm water runoff using GRASS SIG. Microcomputers Civil Eng., 9, 263-270.
10. Xiaotao, C., Jingwei, Q., Na L. and Shukun, L. (2001). Development of urban flood simulation techniques in China. XXIX IAHR Congress Proceedings, Beijing, China, on conference website, http://www.iahr.org/ e-library/beijing_proceedings, visited 14 January 2005.