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NSE, Validation1.000.800.600.400.20(a) TahlequahOpt. 1, All possible combin. of trib.Opt. 1, Combination 1−2−3Opt. 2, All possible combin. of trib.Opt. 2, Combination 1−2−31 5 10 15 201.00(b) Siloam Springstel-00392240, version 1 - 5 Jun 2009NSE, ValidationNSE, Validation0.800.600.400.201 5 10 15 20(c) Kansas1.000.800.600.400.201 5 10 15 20Configuration rank (ordered by decreasing NSE)Fig. 10. The Nash-Sutcliffe efficiencies (NSE) averaged over the two sub-periods invalidation mode for the Tahlequah, Siloam Springs and Kansas stations with allpossible combinations of three tributaries as point inflows and the two options oflateral inflows injection. Circ<strong>les</strong> (◦) and squares (□) indicate the performance ofoptions 1 and 2, respectively, with tributaries considered by order of catchment area(configuration including the tributaries coded 1, 2 and 3 on Figure 1).42
Peak flowPeak flowEvent Nb. Start End Savoy (m 3 /s) Tahlequah (m 3 /s)1 1997-02-20 07:00 1997-02-26 18:00 274 5972 1998-01-04 01:00 1998-01-12 03:00 823 7293 1999-02-06 16:00 1999-02-11 21:00 150 2764 1999-05-04 02:00 1999-05-10 04:00 184 3705 1999-06-30 05:00 1999-07-05 10:00 350 556tel-00392240, version 1 - 5 Jun 20096 2000-06-17 05:00 2000-06-21 00:00 271 4837 2000-06-28 04:00 2000-07-02 13:00 580 8318 2001-12-15 22:00 2001-12-21 21:00 243 5579 2002-04-07 19:00 2002-04-12 21:00 303 56110 2004-03-03 15:00 2004-03-08 19:00 54 27911 2004-04-21 19:00 2004-04-29 07:00 1034 87412 2004-07-02 17:00 2004-07-07 21:00 232 51513 2004-10-31 22:00 2004-11-04 23:00 100 26714 2005-01-03 02:00 2005-01-09 19:00 203 600Table 115 2005-01-12 15:00 2005-01-16 21:00 195 433List of events used to compute the event-based statistics43
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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 5Jusqu’où est-il néces
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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 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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Page 351 and 352: WATER RESOURCES RESEARCH, VOL. ???,
Page 353 and 354: LERAT ET AL.: VALUE OF UPSTREAM FLO
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