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278 Annexe E. Algorithmique et codes C des modèles GR4H et HayamiE.1.2Code C#i n c l u d e // S i z e o f X and V v e c t o r (WARNING : max UH o r d i n a t e s = ( i n t ) ( XSIZE/3)−5 ! ! )#d e f i n e XSIZE 1000// Number o f t o l e r a t e d m i s s i n g i n p u t data#d e f i n e NLACMAX 5// Number o f p a r a m e t e r s#d e f i n e npX 4tel-00392240, version 1 - 5 Jun 2009/************************************************ GR4H model** GR4H Parameters :* X [ 0 ] = S o i l r e s e r v o i r c a p a c i t y (> 1mm)* X [ 1 ] = l o s s e s parameter ( i n [ − 5 0 . . 5 0 ] )* X [ 2 ] = Routing r e s e r o i r c a p a c i t y (> 1mm)* X [ 3 ] = Time c o n s t a n t ( i n [ 0 . . XSIZE /2 −5])** mPmE = Mean R a i n f a l l and PE o v e r the p e r i o d** Ref :* P e r r i n , C . , Michel , C . , Andre´assian , V .* Improvement o f a p a r s i m o n i o u s model f o r s t r e a m f l o w s i m u l a t i o n* (2003) J o u r n a l o f Hydrology , 279 (1 −4) , pp . 275 −289.** Mathevet , T. ( 2 0 0 5 ) . Quels modèles p l u i e −d é b i t globaux au* pas de temps h o r a i r e ? Developpements e m p i r i q u e s e t comparaison* de modèles s u r un l a r g e é c h a n t i l l o n de b a s s i n s .* Thèse de d o c t o r a t , ENGREF .** Le Moine , N. ( 2 0 0 8 ) . Le b a s s i n v e r s a n t de s u r f a c e vu* par l e s o u t e r r a i n : une v o i e d ’ a m é l i o r a t i o n des p e r f o r m a n c e s* e t du r é a l i s m e des modèles p l u i e −d é b i t ?* Thèse de d o c t o r a t , U n i v e r s i t é P i e r r e e t Marie C u r i e .*************************************************/
Annexe E. Algorithmique et codes C des modèles GR4H et Hayami 279/* ********* UH s u b r o u t i n e s ********************* NPX = Nb o f p a r a m e t e r s* NH = max l e n g t h o f the UH* C = Time c o n s t a n t o f UH*/double SSH( double I , double C , double Expos ){}i f ( I 1){ i n i =1;}i f ( i n i
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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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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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Page 227 and 228: Annexe B. Caractéristiques et cart
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Page 305 and 306: Towards robust methods to couple lu
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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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