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X - 28LERAT ET AL.: VALUE OF UPSTREAM FLOW MEASUREMENTS1909–1924.Moussa, R. (2008), Effect of channel network topology, basin segmentation and rainfallspatial distribution on the geomorphologic instantaneous unit hydrograph transferfunction, Hydrol. Processes, 22 (3), 395–419.530Nash, J. E., and J. V. Sutcliffe (1970), River flow forecasting through conceptual models.tel-00392240, version 1 - 5 Jun 2009535540545part 1: a discussion of princip<strong>les</strong>, J. Hydrol., 10 (3), 282–290.Oudin, L., C. Perrin, T. Mathevet, V. Andréassian, and C. Michel (2006), Impact ofbiased and randomly corrupted inputs on the efficiency and the parameters of watershedmodels, J. Hydrol., 320 (1-2), 62–83.Perrin, C., C. Michel, and V. Andréassian (2001), Does a large number of parametersenhance model performance? comparative assessment of common catchment modelstructures on 429 catchments, J. Hydrol., 242 (3-4), 275–301.Perrin, C., C. Michel, and V. Andréassian (2003), Improvement of a parsimonious modelfor streamflow simulation, J. Hydrol., 279 (1-4), 275–289.Petersen-Øverleir, A. (2004), Accounting for heteroscedasticity in rating curve estimates,J. Hydrol., 292 (1-4), 173–181.Seibert, J. (2001), On the need for benchmarks in hydrological modelling, Hydrol. Processes,15 (6), 1063–1064.Shrestha, R. R., A. Bárdossy, and F. Nestmann (2007), Analysis and propagation ofuncertainties due to the stage-discharge relationship: A fuzzy set approach, Hydrol.Sciences Journal, 52 (4), 595–610.Silberstein, R. P. (2006), Hydrological models are so good, do we still need data?, Env.Modelling and Software, 21 (9), 1340–1352.D R A F T July 24, 2008, 3:43pm D R A F T
LERAT ET AL.: VALUE OF UPSTREAM FLOW MEASUREMENTS X - 29Sivapalan, M., et al. (2003), Iahs decade on predictions in ungauged basins (pub), 2003-5502012: Shaping an exciting future for the hydrological sciences, Hydrol. Sciences Journal,48 (6), 857–880.tel-00392240, version 1 - 5 Jun 2009D R A F T July 24, 2008, 3:43pm D R A F T
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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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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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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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Annexe Ftel-00392240, version 1 - 5
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Annexe F. Paramètres et critères
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Annexe F. Paramètres et critères
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Annexe GParamètres et critères de
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Annexe G. Paramètres et critères
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Annexe G. Paramètres et critères
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Annexe Htel-00392240, version 1 - 5
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Towards robust methods to couple lu
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5forecasting (Smith et al., 2009, t
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tion for a hydraulic model.These tw
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Apart from these few examples, the
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150nel (see Figure 1.d).All the dat
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tributed. Accordingly, the differen
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4.2 Lumped Rainfall-Runoff Model245
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∫ tO(t) = Ψ(t)+0with: Ψ(t) = L[
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model. The main advantage of this p
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that the robustness of the method c
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425no. 2, 7 and 11, see Table 1). O
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