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

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

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184 BIBLIOGRAPHIEEberle, M., Sprokkereef, E., Wilke, K. et Krahe, P. (2001). Hydrological Modelling in theRiver Rhine Basin, Part II. Rapport d’étude, Institute for Inland Water Management and WasteWater Treatment (RIZA) and Federal Institute of Hydrology (BfG).Edijatno (1991). Mise au point d’un modèle élémentaire pluie-débit au pas de temps journalier.Thèse de doctorat, Université Louis Pasteur de Strasbourg.El Kadi Abderrezzak, K., Paquier, A. et Gay, B. (2008). One-dimensional numerical modellingof dam-break waves over movable beds : application to experimental and field cases. EnvironmentalFluid Mechanics, 8(2):169–198.Fan, P. et Li, J. C. (2006). Diffusive wave solutions for open channel flows with uniform andconcentrated lateral inflow. Adv. in Water Res., 29:1000–1019.Ferrick, M. (1985). Analysis of river wave types. Water Resour. Res., 21:209–220.tel-00392240, version 1 - 5 Jun 2009Feyen, L., Kalas, M. et Vrugt, A. (2008). Semi-distributed parameter optimization and uncertaintyassessment for large-scale streamflow simulation using global optimization. Hydrol. SciencesJournal, 53(2):293–308.Flaus, J.-M. (1994). La régulation des systèmes linéaires. Hermes.Fortin, J., Moussa, R., Bocquillon, C. et Villeneuve, J. (1995). Hydrotel, un modèlehydrologique distribué pouvant bénéficier des données fournies par la télédétection et <strong>les</strong> systèmesd’information géographique. Revue des sciences de l’eau, 8(1):97–124.Garbrecht, J. et Martz, L. (1997). The assignment of drainage direction over flat surfaces inraster digital elevation models. J. Hydrol., 193(1-4):204–213.Garrick, M., Cunnane, C. et Nash, J. E. (1978). A criterion of efficiency for rainfall-runoffmodels. J. Hydrol., 36(3-4):375–381.Goutal, N. et Maural, F. (1998). Dam-break wave simulation. In Proceedings of the 1 stCADAMworkshop, Wallingford, March.Halcrow / HR Wallingford (2001). iSIS flow user manual. Vol.1 user guide. Rapport d’étude,HR Wallingford.Harpin, R. et Clukie, I. (1982). Real-time flood routing in the presence of high magnitudeungauged lateral inflows. In Singh, V. P., éditeur : Rainfall-Runoff relationship, pages 565–575.Water Resources Publications.Hayami, S. (1951). On the propagation of flood waves. Bulletin, Disaster Prevention ResearchInstitute, Kyoto University, Japan, 1.Henriksen, H. J., Troldborg, L., Nyegaard, P., Sonnenborg, T. O., Refsgaard, J. C.et Madsen, B. (2003). Methodology for construction, calibration and validation of a nationalhydrological model for Denmark. J. Hydrol., 280(1-4):52–71.

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