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288 Annexe E. Algorithmique et codes C des modèles GR4H et Hayami}}// F i n a l v a l u er e t u r n SCONVOL;}v o i d REMPLI KERHAY( double *PAS , double TH, double Z ,double * UHVAR, double * UH,double * SOMCONV et IKERMAX){i n t i , ikermax , TSdiv ;double SOMCONV;SOMCONV=0; ikermax =0;tel-00392240, version 1 - 5 Jun 2009// D i v i s i o n du pas de tempsTSdiv=( i n t )Z ; // Permet d ’ o p t i m i s e r l e c a l c u li f ( TSdiv 200){ TSdiv =200;}// C a l c u lf o r ( i =0; i MININTCALC | | ( i >MAXORDUH) ) { break ; }}ikermax −−;// C o r r e c t i o n de l ’UH pour t e n i r compte de l a t r o n c a t u r ef o r ( i =0; i
Annexe E. Algorithmique et codes C des modèles GR4H et Hayami 289}/* ************** Core s u b r o u t i n e ****************************** */v o i d c HAYAMI( l o n g i n t nval , double * PAS , double * Xinp , double * LTRO,double * Qam, double * Qav ){i n t i , j , ikermax ;double TH, Z ,SOMCONV, Qam i , SOMCONV et IKERMAX [ 2 ] , longTron ;double UH[ SIZEUH ] ,UHVAR[ SIZEUH ] ;tel-00392240, version 1 - 5 Jun 2009/* −−− Parameters v a l i d a t i o n e t t r a n s f o r m a t i o n −−−−−−−−−−−−−−−−− */i f (LTRO[0] 0 ){Z=longTron * Xinp [ 0 ] / Xinp [ 1 ] / 4 ;}/* −−− C a l c u l de l ’ hydrogramme u n i t a i r e d ’ Hayami −−−−−−−−−*/REMPLI KERHAY(PAS ,TH, Z ,UHVAR,UH, SOMCONV et IKERMAX ) ;SOMCONV=SOMCONV et IKERMAX [ 0 ] ;ikermax =( i n t ) ( SOMCONV et IKERMAX [ 1 ] ) ;/* −−−−−−− l o o p o v e r data −−−−−−−− */Qam i =0;f o r ( i =0; i =0 && i >0){Qam i=Qam[ i ] ; }f o r ( j =0; j
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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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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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