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tel-00392240, version 1 - 5 Jun 2009Annexe H. Towards robust methods to couple lumped rainfall–runoff models and hydraulic models :304A sensitivity analysis on the Illinois River
Towards robust methods to couple lumpedrainfall–runoff models and hydraulic models:A sensitivity analysis on the Illinois RiverJulien Lerat a , Char<strong>les</strong> Perrin a,∗ , Vazken Andréassian a ,Cécile Loumagne a , Pierre Ribstein ba Cemagref, Hydrosystems research unit, Parc de Tourvoie, 92163 Antony Cedex,tel-00392240, version 1 - 5 Jun 2009Franceb UPMC Univ Paris 06, UMR 7619 Sisyphe, Case 105, 4 Place Jussieu, 75252Paris, Cedex 05, FranceAbstractAccurate prediction of a flood inundation area constitutes an essential part ofa flood forecasting system. When a river reach receives important lateral inflows,flood inundation modelling requires the joint application of a hydrological modelto calculate lateral inflows and a hydraulic model to calculate water levels alongthe river reach. In this study, we compared different strategies to couple the GR4Jlumped rainfall-runoff model and the linearised diffusive wave propagation model.These strategies introduced variations in the nature of the connections between thetwo models using combinations of point and uniformly distributed lateral injections.The coupled model was then applied to the Illinois River case study for which 10years of hourly data were made available within the Distributed Model IntercomparisonProject, now in phase 2. The simulations were assessed at the downstreamPreprint submitted to Elsevier 18 May 2009
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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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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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