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Performance criteria in validation modeNSE E P (%) E T (h)Option 1 Option 2 Option 1 Option 2 Option 1 Option 2tel-00392240, version 1 - 5 Jun 2009Station (Pt+Unif) (Pt) (Pt+Unif) (Pt) (Pt+Unif) (Pt)Tahlequah 0.91 0.89 13.9 15.5 3.3 3.5Siloam Springs 0.89 0.86 24.4 22.7 1.0 1.2Kansas 0.79 0.70 32.6 26.4 2.4 3.9Table 2Comparison of Nash-Sutcliffe efficiency (NSE), absolute peak error (E P ) and absolutepeak time error (E T ) with two options for lateral inflow injections: option1 makes use of point and uniformly distributed inflows, option 2 uses only pointinflows. Each value is the best criteria among the six configurations of lateral inflowdistribution. The results for all lateral configurations are presented in Figures 6, 7and 8.44
Annexe Itel-00392240, version 1 - 5 Jun 2009Are good measurements more valuablethan good models ? Quantifying thevalue of upstream flow data fordownstream simulations349
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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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Page 309 and 310: tion for a hydraulic model.These tw
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Page 313 and 314: 150nel (see Figure 1.d).All the dat
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Page 317 and 318: 4.2 Lumped Rainfall-Runoff Model245
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Page 329 and 330: 520circles and squares indicate the
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Page 353 and 354: LERAT ET AL.: VALUE OF UPSTREAM FLO
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