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12108642012108642015129630RainfallTributary 2RRModelRRModelTributary 1tel-00392240, version 1 - 5 Jun 2009QdownDownstreamgaugingstationHydraulic modelRainfallPointlateralinflowsUniformly distributedlateral inflowsRRModelIntermediateareaQupUpstreamgaugingstationFig. 2. Scheme applied to couple the lumped rainfall-runoff model and the hydraulicmodel.34
1 tributary 2 tributariestel-00392240, version 1 - 5 Jun 20093 tributaries 4 tributariesFig. 3. Different options regarding the spatial discretisation of lateral inflows. Tributariesare progressively inserted as point lateral inflows by order of decreasingcatchment area. The figure shows the introduction of the first four tributaries35
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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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Page 287 and 288: Annexe E. Algorithmique et codes C
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Page 293 and 294: Annexe F. Paramètres et critères
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Page 297 and 298: Annexe GParamètres et critères de
Page 299 and 300: Annexe G. Paramètres et critères
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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.
Page 337: (a) (b)Flint Creek nearKansasIllino
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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
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Page 351 and 352: WATER RESOURCES RESEARCH, VOL. ???,
Page 353 and 354: LERAT ET AL.: VALUE OF UPSTREAM FLO
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LERAT ET AL.: VALUE OF UPSTREAM FLO
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tel-00392240, version 1 - 5 Jun 200
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