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

More documents

Recommendations

Info

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
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:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
Page 251 and 252:
Page 253 and 254:
Annexe CLes débits négatifs dans
Page 255 and 256:
Annexe C. Les débits négatifs dan
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Annexe DApproximation de la courbe
Page 263 and 264:
Annexe D. Approximation de la courb
Page 265 and 266:
Page 267 and 268:
Page 269 and 270:
Page 271 and 272:
Page 273 and 274:
Annexe EAlgorithmique et codes C de
Page 275 and 276:
Annexe E. Algorithmique et codes C
Page 277 and 278:
Page 279 and 280:
Page 281 and 282:
Page 283 and 284:
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
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: (a) Option 1 (Point+Unif. Distr. In
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 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?