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Vers un modèle intégré de simulation des crues (in French). Ph.D. thesis,Université Pierre et Marie Curie.Lian, Y., Chan, I., Singh, J., Demissie, M., Knapp, V., Xie, H., 2007. Coupling650of hydrologic and hydraulic models for the illinois river basin. J. Hydrol.655344 (3-4), 210–222.Liang, X., Guo, J., Leung, L. R., 2004. Assessment of the effects of spatialresolutions on daily water flux simulations. J. Hydrol. 298 (1-4), 287–310.Michaud, J., Sorooshian, S., 1994. Comparison of simple versus complex distributedrunoff models on a midsized semiarid watershed. Water Resour.tel-00392240, version 1 - 5 Jun 2009660665670Res. 30 (3), 593–605.Moramarco, T., Fan, Y., Bras, R. L., 1999. Analytical solution for channelrouting with uniform lateral inflow. Journal of Hydraulic Engineering125 (7), 707–713.Moramarco, T., Melone, F., Singh, V. P., 2005. Assessment of flooding inurbanized ungauged basins: A case study in the upper tiber area, italy.Hydrol. Processes 19 (10), 1909–1924.Moussa, R., 1996. Analytical hayami solution for the diffusive wave flood routingproblem with lateral inflow. Hydrol. Processes 10 (9), 1209–1227.Moussa, R., 1997. Geomorphological transfer function calculated from digitalelevation models for distributed hydrological modelling. Hydrol. Processes11, 429–449.Nash, J. E., Sutcliffe, J. V., 1970. River flow forecasting through conceptualmodels. part 1: a discussion of principles. J. Hydrol. 10 (3), 282–290.Onyando, J. O., Schumann, A. H., Schultz, G. A., 2003. Simulation of floodhydrographs based on lumped and semi-distributed models for two tropicalcatchments in kenya. Hydrol. Sciences Journal 48 (4), 511–524.Perrin, C., Michel, C., Andréassian, V., 2003. Improvement of a parsimonious30
model for streamflow simulation. J. Hydrol. 279 (1-4), 275–289.675Reed, S., Koren, V., Smith, M., Zhang, Z., Moreda, F., Seo, D.-J., 2004. Overalldistributed model intercomparison project results. J. Hydrol. 298 (1-4), 27–60.Refsgaard, J., 1997. Parameterisation, calibration and validation of distributedhydrological models. J. Hydrol. 198 (1-4), 69–97.680Refsgaard, J. C., Knudsen, J., 1996. Operational validation and intercompar-tel-00392240, version 1 - 5 Jun 2009685690695700ison of different types of hydrological models. Water Resour. Res. 32 (7),2189–2202.Robinson, J., Sivapalan, M., 1995. Catchment-scale runoff generation modelby aggregation and similarity analyses. Hydrol. Processes 9.Savenije, H., 2001. Equifinality, a blessing in disguise? Hydrol. Processes15 (14).Sivapalan, M., Bloschl, G., Zhang, L., Vertessy, R., 2003. Downward approachto hydrological prediction. Hydrol. Processes 17 (11), 2101–2111.Smith, M., Koren, V., Reed, S., Zhang, Z., Zhang, Y., Moreda, F., Cui, Z.,Mizukami, N., Sheldon, S., 2009. The Distributed Model IntercomparisonProject: Phase 2 Motivation and Experiment Design. J. Hydrol. in press.Smith, M. B., Seo, D. ., Koren, V. I., Reed, S. M., Zhang, Z., Duan, Q.,Moreda, F., Cong, S., 2004. The distributed model intercomparison project(dmip): Motivation and experiment design. J. Hydrol. 298 (1-4), 4–26.Te Linde, A., Aerts, J., Hurkmans, R., Eberle, M., 2008. Comparing modelperformance of two rainfall-runoff models in the Rhine basin using differentatmospheric forcing data sets. Hydrology and Earth System Sciences 12 (3),943–957.USACE, 2002. HEC-RAS River Analysis System: Hydraulic Reference Manual.Tech. rep., US Army Corps of Engineers.31
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Université Pierre et Marie CurieEc
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3Remerciementstel-00392240, version
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Table des matièresIntroduction gé
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TABLE DES MATIÈRES 7tel-00392240,
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TABLE DES MATIÈRES 9FGParamètres
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tel-00392240, version 1 - 5 Jun 200
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Introduction générale 13Contextet
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Introduction générale 15Probléma
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Introduction générale 17Crue de d
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Première partietel-00392240, versi
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Chapitre 1Apports latéraux dans le
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Chapitre 1. Apports latéraux dans
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Chapitre 2Présentation de l’éch
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Chapitre 2. Présentation de l’é
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Chapitre 3Choix des modèles hydrol
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Chapitre 3. Choix des modèles hydr
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Chapitre 4Stratégie de calage et d
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Chapitre 4. Stratégie de calage et
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Deuxième partietel-00392240, versi
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Chapitre 5Jusqu’où est-il néces
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Chapitre 5. Jusqu’où est-il néc
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Chapitre 6Sensibilité d’un modè
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Chapitre 6. Sensibilité d’un mod
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Chapitre 7Simplifications de la str
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Chapitre 7. Simplifications de la s
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Conclusion générale 177Dans le ca
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Conclusion générale 179Quel est l
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BibliographieAbbott, M. et Refsgaar
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BIBLIOGRAPHIE 183Brutsaert, W. (200
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BIBLIOGRAPHIE 185Jakeman, A. et Hor
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BIBLIOGRAPHIE 187MEEDDAT (2008). Ba
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BIBLIOGRAPHIE 189Oudin, L., Andréa
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BIBLIOGRAPHIE 191Shamseldin, A., O
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tel-00392240, version 1 - 5 Jun 200
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Annexe ATable de correspondance ent
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Annexe A. Table de correspondance e
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Annexe BCaractéristiques et cartes
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Annexe B. Caractéristiques et cart
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Légende des cartes8 kmMaillage SAF
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Annexe CLes débits négatifs dans
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Annexe C. Les débits négatifs dan
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Annexe DApproximation de la courbe
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Annexe D. Approximation de la courb
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Annexe EAlgorithmique et codes C de
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Annexe E. Algorithmique et codes C
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Page 305 and 306: Towards robust methods to couple lu
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LERAT ET AL.: VALUE OF UPSTREAM FLO
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