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350Annexe I. Are good measurements more valuable than good models ? Quantifying the value ofupstream flow data for downstream simulationstel-00392240, version 1 - 5 Jun 2009
WATER RESOURCES RESEARCH, VOL. ???, XXXX, DOI:10.1029/,Are good measurements more valuable than goodmodels? Quantifying the value of upstream flow datafor downstream simulationsJ. Lerat, V. Andréassian, C. Perrin, and C. Loumagnetel-00392240, version 1 - 5 Jun 2009CEMAGREF, Hydrosystems and Bioprocesses Research Unit, Parc de Tourvoie BP 44, 92163Antony Cedex, France. (corresponding author: julien.lerat@cemagref.fr)D 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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Page 303 and 304: Annexe Htel-00392240, version 1 - 5
Page 305 and 306: Towards robust methods to couple lu
Page 307 and 308: 5forecasting (Smith et al., 2009, t
Page 309 and 310: tion for a hydraulic model.These tw
Page 311 and 312: Apart from these few examples, the
Page 313 and 314: 150nel (see Figure 1.d).All the dat
Page 315 and 316: tributed. Accordingly, the differen
Page 317 and 318: 4.2 Lumped Rainfall-Runoff Model245
Page 319 and 320: ∫ tO(t) = Ψ(t)+0with: Ψ(t) = L[
Page 321 and 322: model. The main advantage of this p
Page 323 and 324: that the robustness of the method c
Page 325 and 326: 425no. 2, 7 and 11, see Table 1). O
Page 327 and 328: performance between low (one tribut
Page 329 and 330: 520circles and squares indicate the
Page 331 and 332: combination of uniformly distribute
Page 333 and 334: 620Das, T., Bárdossy, A., Zehe, E.
Page 335 and 336: model for streamflow simulation. J.
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Page 339 and 340: 1 tributary 2 tributariestel-003922
Page 341 and 342: 1000(a) Tahlequah, Event no. 2Obs.1
Page 343 and 344: EP, Peak Error (%)3530252015(a) Tah
Page 345 and 346: (a) Option 1 (Point+Unif. Distr. In
Page 347 and 348: Peak flowPeak flowEvent Nb. Start E
Page 349: Annexe Itel-00392240, version 1 - 5
Page 353 and 354: LERAT ET AL.: VALUE OF UPSTREAM FLO
Page 391 and 392: tel-00392240, version 1 - 5 Jun 200
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