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L. A. Rossman, Storm Water Management Model, User's Manual, 2010.

D. Schertzer and S. Lovejoy, Physical modeling and analysis of rain and clouds by anisotropic scaling multiplicative processes, Journal of Geophysical Research, vol.2, issue.D8, pp.9693-9714, 1987.
DOI : 10.1029/JD092iD08p09693

M. L. Velleux, J. F. England, and P. Y. Julien, TREX Watershed Modelling Framework User's Manual: Model Theory and Description. Department of civil engineering, p.106, 2011.

A. Gires, Impact of unmeasured rainfall variability on urban discharge: a case study in a multi-fractal framework, Houille Blanche-Revue Internationale De L Eau, pp.37-42

E. G. Lappala, R. W. Healy, and E. P. Weeks, Documentation of Computer Program VS2D to Solve the Equation of Fluid Flow in Variably Saturated Porous Media, U.S. Geological Survey, p.184, 1987.

L. A. Rossman, Storm Water Management Model, User's Manual, 2010.

D. Schertzer and S. Lovejoy, Physical modelling and Analysis of Rain and Clouds by Anisotropic Scaling Multiplicative Processes, Journal of Geophysical Research D, vol.8, issue.8, pp.9693-9714, 1987.

M. L. Velleux, J. F. England, and P. Y. Julien, TREX Watershed Modelling Framework User's Manual: Model Theory and Description. Department of civil engineering, p.106, 2011.

B. Apendix, Table of the hydrological parameters for common classes 31 ? Select the surface processes by clicking on the " Yes " or " No " buttons for each kind of process. Click on the

E. De and M. , 4 b. Prise en compte des interaction surface-réseau d'assainissement et surface, -sol, issue.6
URL : https://hal.archives-ouvertes.fr/hal-01116441

L. Modélisations-sont-basées-sur-l-'outil and S. Spécifiquement-dédié-À-multi-hydro-et-présenté-dans-le-chapitre-précédentrichard, Cet outil permet ainsi une assimilation facile des données d'entrée et donc la mise en place rapide de nouveau cas d'étude pour différentes résolution, ce qui, avec l'absence de calibration, 2012.

. Chaque-module-de-multi-hydro, Figure 1) représente une partie du cycle urbain de l'eau. Ainsi, le module de surface (MHSC) prend en compte les ruissellements de surface. Il est base sur le modèle TREX (Two Runoff Export model, Velleux et al., 2011) qui est développé par la compagnieHydroQual en association avec l'Université du Colorado, Ce modèle utilise des données spatiallement distribuées (réseau hydrographique, utilisation du sol, topographie, pédologie, stockage de surface et conditions initiales) pour évaluer le comportement hydrologique d'une bassin versant

. Lappala, 1987) développé par U.S. Geological Survey Ce modèle utilise les différences finies pour calculer la pression capillaire, le front d'humification, le contenu en eau et/ou la saturation et le bilan de masses du sol. Pour cela, une combinaison entre la loi de conservation de masses et la loi de Darcy est appliquée sur la structure et la composition du sol

. Le-module-de-drainage, MHDC) permet la modélisation des écoulement d'eau dans le réseau (qu'il soit pluvial ou unitaire) Ce module et basé sur le modèle SWMM (Strom Water Management Model, 2010.

. Le-module-de-pluie, MHRC) permet la prise en compte soit de pluie sous forme d'enregistrement temps-intensité de la pluie, soit sous forme de grilles temporelle. Ce dernier format permet de prendre en compte la variabilité spatiale et temporelle de la pluie au travers de la mise en place d'une désagrégation des donnée de pluie issues des mesures radar, 1987.

. Le-bouton-`-`-legend and . Exraction, permet l'export de la légende en cours ainsi que l'échelle de la carte Si la carte n'affiche pas de couche Raster, la légende sera vide. A chaque fois que ce bouton sera appuyé, un nouveau fichier bitmap sera créé avec un nom différent suivant le style : ``legend + NUMERO

L. Ensuite and . Multi, Hydro seront affinés et complétés La partie quantitative des calculs doit encore être améliorée pour prendre en compte les interactions entre le sol et le réseau de drainage des eaux pluviales ainsi que les flux dans la zone saturée. De plus, les module de surface

I. R. Bonyington and T. M. , Water on the Floodplain: Frequency and Volume of Overbank Discharge, 2010.

E. El-tabach, I. Tchiguirinskaia, O. Mahmood, and D. Schertzer, Multi-Hydro: a spatially distributed numerical model to assess and manage runoff processes in peri-urban watersheds, 2009.

A. Giangola-murzyn, A. Gires, C. T. Hoang, I. Tchiguirinskaia, and D. Schertzer, Multi-Hydro physically based modelling to assess flood resilience across scales, case studies in Paris region, Proceedings of the 10th Urban Drainage Conference, 2012.

A. Ichiba, Modélisation Hydrologique des Effets de Mesure de Resilience sur le Bassin Versant de Chennevière-sur-Marne par le Modèle Multi-Hydro. Mémoire de projet de fin d'étude et de stage de master, 2012.

E. G. Lappala, R. W. Healy, and E. P. Weeks, Documentation of Computer Program VS2D to Solve the Equation of Fluid Flow in Variably Saturated Porous Media, U.S. Geological Survey, p.184, 1987.

L. A. Rossman, Storm Water Management Model, User's Manual, 2010.

D. Schertzer and S. Lovejoy, Physical modeling and analysis of rain and clouds by anisotropic scaling multiplicative processes, Journal of Geophysical Research, vol.2, issue.D8, pp.9693-9714, 1987.
DOI : 10.1029/JD092iD08p09693

M. L. Velleux, J. F. England, and P. Y. Julien, TREX Watershed Modelling Framework User's Manual: Model Theory and Description. Department of civil engineering, p.106, 2011.