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0.95(a) Tahlequah, Calibration0.95(b) Tahlequah, Validation0.900.90NSENSE0.85Option 1 (Point + Unif)0.850.80Option 2 (Point Only) (0.78)0.801 2 3 4 5 61 2 3 4 5 60.95(c) Siloam Springs, Calibration0.95(d) Siloam Springs, Validation0.900.90tel-00392240, version 1 - 5 Jun 2009NSENSENSE0.850.800.850.800.750.700.650.60(0.49)1 2 3 4 5 6(e) Kansas, CalibrationNSE0.850.800.850.800.750.700.650.60(0.34)1 2 3 4 5 6(f) Kansas, Validation0.551 2 3 4 5 6Number of tributaries0.551 2 3 4 5 6Number of tributariesFig. 6. Nash-Sutcliffe efficiencies (NSE) averaged over the two sub-periods in calibrationand validation mode at the Tahlequah (downstream end of the reach),Siloam Springs (interior of the reach) and Kansas (tributary) stations with an increasingnumber of tributaries modelled individually. Two options were consideredfor lateral inflow injections: option 1 makes use of point and uniformly distributedinflows, option 2 uses only point inflows. The criteria were not calculated at theKansas station for the configuration having only one tributary (see section 4).38
EP, Peak Error (%)3530252015(a) Tahlequah, CalibrationOption 1 (Point + Unif)Option 2 (Point Only)EP, Peak Error (%)3530252015(b) Tahlequah, Validation101 2 3 4 5 6101 2 3 4 5 635(c) Siloam Springs, Calibration35(d) Siloam Springs, Validationtel-00392240, version 1 - 5 Jun 2009EP, Peak Error (%)EP, Peak Error (%)302520151050454035301 2 3 4 5 6(e) Kansas, CalibrationEP, Peak Error (%)EP, Peak Error (%)302520151050454035301 2 3 4 5 6(f) Kansas, Validation251 2 3 4 5 6Number of tributaries251 2 3 4 5 6Number of tributariesFig. 7. Mean peak error (E P ) averaged over the two sub-periods in calibration andvalidation mode at the Tahlequah (downstream end of the reach), Siloam Springs(interior of the reach) and Kansas (tributary) stations with an increasing numberof tributaries modelled individually. The mean peak error was calculated on the 15events listed in Table 1. The criteria were not calculated at the Kansas station forthe configuration having only one tributary (see Section 4).39
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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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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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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 EAlgorithmique et codes C de
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Annexe E. Algorithmique et codes C
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Page 291 and 292: Annexe Ftel-00392240, version 1 - 5
Page 293 and 294: Annexe F. Paramètres et critères
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Page 313 and 314: 150nel (see Figure 1.d).All the dat
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Page 333 and 334: 620Das, T., Bárdossy, A., Zehe, E.
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Page 353 and 354: LERAT ET AL.: VALUE OF UPSTREAM FLO
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