Assistance au calage de modèles numériques en hydraulique ... - TEL

BIBLIOGRAPHIEREFSGAARD, J. C. et STORM, B. (1996), Construction, calibration and validation of hydrologicalmodels. Dans : Distributed Hydrological Modelling (M. B. Abbott et J. C. Refsgaard, éds.),vol. 22 de Water Science and Technology Library, chap. 3, p. 41–54, Kluwer, Dordrecht, TheNetherlands. 165REGGIANI, P., HASSANIZADEH, S. M., SIVAPALAN, M. et GRAY, W. G. (1999), A unifying frameworkfor watershed thermodynamics: Constitutive relationships. Advances in Water Resources,vol. 23, n o 1, p. 15–39. 91REGGIANI, P., SIVAPALAN, M. et HASSANIZADEH, S. M. (1998), A unifying framework for watershedthermodynamics: Balance equations for mass, momentum, energy and entropy, andthe second law of thermodynamics. Advances in Water Resources, vol. 22, n o 4, p. 367–398.91ROGERS, D. (2002), The art and science of hydraulic model calibration. Dans : Hydroinformatics2002 – Proceedings of the 5th International Conference on Hydroinformatics (R. A. Falconer,B. Lin, E. L. Harris et C. A. M. E. Wilson, éds.), vol. 1: Model Development and DataManagement, p. 277–282, IWA, Cardiff, U.K. 189ROMANOWICZ, R. J. et BEVEN, K. J. (2003), Estimation of flood inundation probabilities asconditioned on event inundation maps. Water Resources Research, vol. 39, n o 3, p. 1073. 77,195ROMANOWICZ, R. J., BEVEN, K. J. et TAWN, J. (1996), Bayesian calibration of flood inundationmodels. Dans : Floodplain Processes (M. G. Anderson, D. E. Walling et P. D. Bates, éds.), p.333–360, Wiley, Chichester, U.K. 77ROSENBROCK, H. H. (1960), An automatic method for finding the greatest or least value of afunction. The Computer Journal, vol. 3, n o 3, p. 175–184. 75ROSSMAN, L. A. (1997), Environmental engineering forum: When has a model been sufficientlycalibrated and tested to be put in efficient use? Journal of Environmental Engineering, vol.123, n o 11, p. 1070–1071. xviiROUSE, H. (1965), Critical analysis of open-channel resistance. Journal of the Hydraulics Division,vol. 91, n o 4, p. 1–25. 36, 37, 262, 263ROZENBLIT, J. W. et JANKOWSKI, P. L. (1991), An integrated framework for knowledge-basedmodeling and simulation of natural systems (water quality). Simulation, vol. 57, n o 3, p.152–165. 123RUYSSCHAERT, F. (2005), Modélisation des flux associés aux rejets urbains en temps de pluie et deleur devenir dans le contexte d’une petite rivière périurbaine. Thèse de doctorat, ENGREF,Lyon, France. 91SABLANI, S. S., SHAYYA, W. H. et PRASHER, S. O. (2000), An artificial neural network model fornon-iterative calculation of the friction coefficient in open channel flow. Applied Engineeringin Agriculture, vol. 16, n o 2, p. 191–196. 264SAFEGE (2000), Étude hydraulique et d’aménagement de l’Hogneau : Compréhension des phénomènesde débordement – Propositions de solutions d’aménagements. Rap. tech., Communautéde communes de la vallée de l’Escaut. 172SALOMON, P. (2000), Fiabilité des données topographiques et bathymétriques pour les calculsd’hydraulique. Note technique, CETMEF, CETE Normandie Centre, France. 43SAMANI, H. M. V. et SHAMSIPOUR, G. (2004), Hydrologic flood routing in branched riversystems via nonlinear optimization. Journal of Hydraulic Research, vol. 42, n o 1, p. 55–59.71SAMUELS, P. G. (1990), Cross-section location in 1-D models. Dans : International Conference onRiver Flood Hydraulics (W. R. White, éd.), p. 339–350, HR Wallingford, Wiley, Wallingford,U.K. 42SANCHEZ, D. et WESTPHAL, J. A. (1999), Optimized calibration for unsteady flow modelingusing a genetic algorithm. Dans : WRPMD 1999 26th Annual Water Resources Planning andManagement Conference (E. M. Wilson, éd.), vol. 102, p. 22, ASCE, Tempe, Arizona, USA.75222