Quels apports hydrologiques pour les modÃ¨les hydrauliques? Vers ...

More documents

Recommendations

Info

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
Page 1 and 2:
Université Pierre et Marie CurieEc
Page 3 and 4:
3Remerciementstel-00392240, version
Page 5 and 6:
Table des matièresIntroduction gé
Page 7 and 8:
TABLE DES MATIÈRES 7tel-00392240,
Page 9 and 10:
TABLE DES MATIÈRES 9FGParamètres
Page 11 and 12:
tel-00392240, version 1 - 5 Jun 200
Page 13 and 14:
Introduction générale 13Contextet
Page 15 and 16:
Introduction générale 15Probléma
Page 17 and 18:
Introduction générale 17Crue de d
Page 19 and 20:
Première partietel-00392240, versi
Page 21 and 22:
Chapitre 1Apports latéraux dans le
Page 23 and 24:
Chapitre 1. Apports latéraux dans
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Chapitre 2Présentation de l’éch
Page 41 and 42:
Chapitre 2. Présentation de l’é
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Chapitre 3Choix des modèles hydrol
Page 63 and 64:
Chapitre 3. Choix des modèles hydr
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Chapitre 4Stratégie de calage et d
Page 91 and 92:
Chapitre 4. Stratégie de calage et
Page 93 and 94:
Page 95 and 96:
Page 97 and 98:
Page 99 and 100:
Page 101 and 102:
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
Page 113 and 114:
Deuxième partietel-00392240, versi
Page 115 and 116:
Chapitre 5Jusqu’où est-il néces
Page 117 and 118:
Chapitre 5. Jusqu’où est-il néc
Page 119 and 120:
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130:
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
Chapitre 6Sensibilité d’un modè
Page 145 and 146:
Chapitre 6. Sensibilité d’un mod
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
Page 157 and 158:
Page 159 and 160:
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
Chapitre 7Simplifications de la str
Page 167 and 168:
Chapitre 7. Simplifications de la s
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
tel-00392240, version 1 - 5 Jun 200
Page 177 and 178:
Conclusion générale 177Dans le ca
Page 179 and 180:
Conclusion générale 179Quel est l
Page 181 and 182:
BibliographieAbbott, M. et Refsgaar
Page 183 and 184:
BIBLIOGRAPHIE 183Brutsaert, W. (200
Page 185 and 186:
BIBLIOGRAPHIE 185Jakeman, A. et Hor
Page 187 and 188:
BIBLIOGRAPHIE 187MEEDDAT (2008). Ba
Page 189 and 190:
BIBLIOGRAPHIE 189Oudin, L., Andréa
Page 191 and 192:
BIBLIOGRAPHIE 191Shamseldin, A., O
Page 193 and 194:
tel-00392240, version 1 - 5 Jun 200
Page 195 and 196:
Annexe ATable de correspondance ent
Page 197 and 198:
Annexe A. Table de correspondance e
Page 199 and 200:
Annexe BCaractéristiques et cartes
Page 201 and 202:
Annexe B. Caractéristiques et cart
Page 203 and 204:
Légende des cartes8 kmMaillage SAF
Page 205 and 206:
Page 207 and 208:
Page 209 and 210:
Page 211 and 212:
Page 213 and 214:
Page 215 and 216:
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
Page 235 and 236:
Page 237 and 238: Annexe B. Caractéristiques et cart
Page 253 and 254: Annexe CLes débits négatifs dans
Page 255 and 256: Annexe C. Les débits négatifs dan
Page 261 and 262: Annexe DApproximation de la courbe
Page 263 and 264: Annexe D. Approximation de la courb
Page 273 and 274: Annexe EAlgorithmique et codes C de
Page 275 and 276: Annexe E. Algorithmique et codes C
Page 287: Annexe E. Algorithmique et codes C
Page 291 and 292: Annexe Ftel-00392240, version 1 - 5
Page 293 and 294: Annexe F. Paramètres et critères
Page 295 and 296: Annexe F. Paramètres et critères
Page 297 and 298: Annexe GParamètres et critères de
Page 299 and 300: Annexe G. Paramètres et critères
Page 301 and 302: Annexe G. Paramètres et critères
Page 303 and 304: Annexe Htel-00392240, version 1 - 5
Page 305 and 306: Towards robust methods to couple lu
Page 307 and 308: 5forecasting (Smith et al., 2009, t
Page 309 and 310: tion for a hydraulic model.These tw
Page 311 and 312: Apart from these few examples, the
Page 313 and 314: 150nel (see Figure 1.d).All the dat
Page 315 and 316: tributed. Accordingly, the differen
Page 317 and 318: 4.2 Lumped Rainfall-Runoff Model245
Page 319 and 320: ∫ tO(t) = Ψ(t)+0with: Ψ(t) = L[
Page 321 and 322: model. The main advantage of this p
Page 323 and 324: that the robustness of the method c
Page 325 and 326: 425no. 2, 7 and 11, see Table 1). O
Page 327 and 328: performance between low (one tribut
Page 329 and 330: 520circles and squares indicate the
Page 331 and 332: combination of uniformly distribute
Page 333 and 334: 620Das, T., Bárdossy, A., Zehe, E.
Page 335 and 336: model for streamflow simulation. J.
Page 337 and 338: (a) (b)Flint Creek nearKansasIllino
Page 339 and 340:
1 tributary 2 tributariestel-003922
Page 341 and 342:
1000(a) Tahlequah, Event no. 2Obs.1
Page 343 and 344:
EP, Peak Error (%)3530252015(a) Tah
Page 345 and 346:
(a) Option 1 (Point+Unif. Distr. In
Page 347 and 348:
Peak flowPeak flowEvent Nb. Start E
Page 349 and 350:
Annexe Itel-00392240, version 1 - 5
Page 351 and 352:
WATER RESOURCES RESEARCH, VOL. ???,
Page 353 and 354:
LERAT ET AL.: VALUE OF UPSTREAM FLO
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
Page 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Page 387 and 388:
Page 389 and 390:
Page 391 and 392:
tel-00392240, version 1 - 5 Jun 200
show all

Quels apports hydrologiques pour les modÃ¨les hydrauliques? Vers ...

Create successful ePaper yourself

Delete template?

Save as template?