Quels apports hydrologiques pour les modèles hydrauliques? Vers ...

190 BIBLIOGRAPHIEQuintana-Seguí, P., Le Moigne, P., Durand, Y., Martin, E., Habets, F., Baillon, M.,Canellas, C., Franchisteguy, L. et Morel, S. (2008). Analysis of Near-Surface AtmosphericVariables : Validation of the SAFRAN Analysis over France. Journal of Applied Meteorology andClimatology, 47(1):92–107.Rashid, R. et Chaudhry, M. (1995). Flood routing in channels with flood plains. J. Hydrol.,1-2(171):75–91.Reed, S., Koren, V., Smith, M., Zhang, Z., Moreda, F. et Seo, D.-J. (2004). Overall distributedmodel intercomparison project results. J. Hydrol., 298(1-4):27–60.Refsgaard, J. (1997). Validation and intercomparison of different updating procedures for realtimeforecasting. Nordic Hydrology, 28(2):65–84.Refsgaard, J. C. et Knudsen, J. (1996). Operational validation and intercomparison of differenttypes of hydrological models. Water Resour. Res., 32(7):2189–2202.tel-00392240, version 1 - 5 Jun 2009Refsgaard, J. C. et Storm, B. (1995). Mike SHE. In Singh, V., éditeur : Computer Models ofWatershed Hydrology, pages 847–908. Water Resources Publications.Renouf, E., Lang, M., Sauquet, E. et Paquier, A. (2005). Contrôle de la qualité des courbesde tarage de la banque HYDRO pour les débits de crue. Rapport d’étude, Cemagref.Saint-Venant (1871). Théorie du mouvement non permanent des eaux, avec application aux cruesdes rivières et à l’introduction des marées dans leur lit. Compte rendus des séances de l’Académiedes Sciences, 73:147–154, 237–240.Sauvaget, P., David, D., Demmerle, D. et Lefort, P. (1999). Optimum design of large floodrelief culverts under the A89 motorway in the Dordogne–Isle confluence plain. Hydrol. Processes,14:2311–2329.Schaake, J., Duan, Q., Smith, M. et Koren, V. (2000). Criteria to select basins for hydrologicmodel development and testing. In Conference on Hydrology, AMS, Long Beach, California, USA.,page 2006.Schaefli, B. et Gupta, H. V. (2007). Do Nash values have value ? Hydrol. Processes, 21(15):2075–2080.Schumann, A. H. (1993). Development of conceptual semi–distributed hydrological models andestimation of their parameters with the aid of a gis. Hydrol. Sciences Journal, 38(6):519–528.Seibert, J. (1999). Regionalisation of parameters for a conceptual rainfall-runoff model. Agriculturaland forest meteorology, 98–99:279–293.Seibert, J. (2001).15(6):1063–1064.On the need for benchmarks in hydrological modelling. Hydrol. Processes,