Quels apports hydrologiques pour les modÃ¨les hydrauliques? Vers ...

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References595Ajami, N., Gupta, H., Wagener, T., Sorooshian, S., 2004. Calibration of asemi-distributed hydrologic model for streamflow estimation along a riversystem. J. Hydrol. 298 (1-4), 112–135.Andréassian, V., Oddos, A., Michel, C., Anctil, F., Perrin, C., Loumagne,C., 2004. Impact of spatial aggregation of inputs and parameters on the600efficiency of rainfall-runoff models: A theoretical study using chimera wa-tel-00392240, version 1 - 5 Jun 2009605610615tersheds. Water Resour. Res. 40 (5).Andréassian, V., Bergström, S., Chahinian, N., Duan, Q., Gusev, Y., Littlewood,I., Mathevet, T., Michel, C., Montanari, A., Moretti, G., et al., 2006.Catalogue of the models used in MOPEX 2004/2005. IAHS publication 307,41–93.Baptista, M., Michel, C., 1989. Une utilisation simple du modèle hayami enhydrologie. La Houille Blanche 2, 123–130.Beven, K., 1996. The limits of splitting: Hydrology. The Science of the TotalEnvironment 183 (1-2), 89–97.Birkhead, A. L., James, C. S., 2002. Muskingum river routing with dynamicbank storage. J. Hydrol. 264 (1-4), 113–132.Boyle, D. P., Gupta, H. V., Sorooshian, S., Koren, V., Zhang, Z., Smith,M., 2001. Toward improved streamflow forecasts: Value of semidistributedmodeling. Water Resour. Res. 37 (11), 2749–2759.Butts, M. B., Payne, J. T., Kristensen, M., Madsen, H., 2004. An evaluationof the impact of model structure on hydrological modelling uncertainty forstreamflow simulation. J. Hydrol. 298 (1-4), 242–266.Corradini, C., 1991. Evaluation of alternative configurations of basin elementsfor on-line flood forecasting. Water Resources Bulletin 27 (3), 407–418.28
620Das, T., Bárdossy, A., Zehe, E., He, Y., 2008. Comparison of conceptual modelperformance using different representations of spatial variability. J. Hydrol.356 (1-2), 106–118.Fan, P., Li, J. C., 2006. Diffusive wave solutions for open channel flowswith uniform and concentrated lateral inflow. Advances in Water Resources62529 (7), 1000–1019.tel-00392240, version 1 - 5 Jun 2009630635640645Havnø, K., Madsen, M. N., Dørge, J., 1995. Mike 11 - a generalized rivermodelling package. In: Singh, V. P. (Ed.), Computer Models of WatershedHydrology. Water Resources Publications, Highlands Ranch, USA, pp. 733–782.Hayami, S., 1951. On the propagation of flood waves. Bulletin, Disaster PreventionResearch Institute, Kyoto University, Japan 1.Klemes, V., 1983. Conceptualization and scale in hydrology. J. Hydrol. 65 (1-3), 1–23.Klemes, V., 1986. Operational testing of hydrological simulation models. Hydrol.Sciences Journal 31 (1), 13–24.Knebl, M. R., Yang, Z., Hutchison, K., Maidment, D. R., 2005. Regional scaleflood modeling using NEXRAD rainfall, GIS, and HEC-HMS/ RAS: A casestudy for the San Antonio River Basin Summer 2002 storm event. Journalof Environmental Management 75 (4 SPEC. ISS.), 325–336.Koren, V., Reed, S., Smith, M., Zhang, Z., Seo, D.-J., 2004. Hydrology laboratoryresearch modeling system (HL-RMS) of the US national weatherservice. J. Hydrol. 291 (3-4), 297–318.Krysanova, V., Bronstert, A., Muller-Wohlfeil, D., 1999. Modelling river dischargefor large drainage basins: from lumped to distributed approach. Hydrol.Sciences Journal 44 (2), 313–331.Lerat, J., 2009. Quels apports hydrologiques pour les modèles hydrauliques?29
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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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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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LERAT ET AL.: VALUE OF UPSTREAM FLO
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