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Whiteaker, T. L., Robayo, O., Maidment, D. R., Obenour, D., 2006. Froma nexrad rainfall map to a flood inundation map. Journal of HydrologicEngineering 11 (1), 37–45.Wood, E. F., Sivapalan, M., Beven, K., Band, L., 1988. Effects of spatial705variability and scale with implications to hydrologic modeling. J. Hydrol.710102 (1-4), 29–47.Young, P., 2003. Top-down and data-based mechanistic modelling of rainfallflowdynamics at the catchment scale. Hydrol. Processes 17 (11).Zhang, Z., Koren, V., Smith, M., Reed, S., Wang, D., 2004. Use of next generationweather radar data and basin disaggregation to improve continuoustel-00392240, version 1 - 5 Jun 2009hydrograph simulations. Journal of Hydrologic Engineering 9, 103–115.32
(a) (b)Flint Creek nearKansasIllinois River atSiloam SpringsIllinois River atSavoy62 (Flint Creek)541Savoy3Illinois River atTahlequah Tahlequah(c)2500200015001000500Confluence with trib.1Confluence with trib.3(d)Confluence with trib.5Confluence with trib.4Confluence with trib.6Confluence with trib.2Drained Upstream Area (km²)100010010tel-00392240, version 1 - 5 Jun 2009532327199126 118426821 2 3 4 5 6 (rest)Tributary Number00 20 40 60 80 100Distance from upstream boundary of the river reach (Savoy) in kmCatchment size at the confluence (km²)Fig. 1. (a) Location of the different stations: the upstream boundary of the riverreach is located on the Illinois River at Savoy and the downstream end at Tahlequah.Interior simulations were analysed on the main channel at Siloam Springs and on atributary of the Illinois River (Flint Creek) at Kansas. (b) Catchment boundaries ofthe six largest tributaries. (c) Catchment area (in km 2 ). (d) Changes in the drainedarea from the Savoy station to the Tahlequah station plotted against the hydraulicdistance from the Savoy station.33
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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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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 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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LERAT ET AL.: VALUE OF UPSTREAM FLO
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LERAT ET AL.: VALUE OF UPSTREAM FLO
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