Quels apports hydrologiques pour les modÃ¨les hydrauliques? Vers ...

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tel-00392240, version 1 - 5 Jun 2009
Chapitre 1Apports latéraux dans les modèleshydrauliques : enjeux et contraintestel-00392240, version 1 - 5 Jun 200921
Page 1 and 2: Université Pierre et Marie CurieEc
Page 3 and 4: 3Remerciementstel-00392240, version
Page 5 and 6: Table des matièresIntroduction gé
Page 7 and 8: TABLE DES MATIÈRES 7tel-00392240,
Page 9 and 10: TABLE DES MATIÈRES 9FGParamètres
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Page 13 and 14: Introduction générale 13Contextet
Page 15 and 16: Introduction générale 15Probléma
Page 17 and 18: Introduction générale 17Crue de d
Page 19: Première partietel-00392240, versi
Page 23 and 24: Chapitre 1. Apports latéraux dans
Page 39 and 40: Chapitre 2Présentation de l’éch
Page 41 and 42: Chapitre 2. Présentation de l’é
Page 61 and 62: Chapitre 3Choix des modèles hydrol
Page 63 and 64: Chapitre 3. Choix des modèles hydr
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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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tel-00392240, version 1 - 5 Jun 200
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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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performance between low (one tribut
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520circles and squares indicate the
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combination of uniformly distribute
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620Das, T., Bárdossy, A., Zehe, E.
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model for streamflow simulation. J.
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(a) (b)Flint Creek nearKansasIllino
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1 tributary 2 tributariestel-003922
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1000(a) Tahlequah, Event no. 2Obs.1
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EP, Peak Error (%)3530252015(a) Tah
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(a) Option 1 (Point+Unif. Distr. In
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Peak flowPeak flowEvent Nb. Start E
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Annexe Itel-00392240, version 1 - 5
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WATER RESOURCES RESEARCH, VOL. ???,
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LERAT ET AL.: VALUE OF UPSTREAM FLO
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