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

More documents

Recommendations

Info

0.95(a) Tahlequah, Calibration0.95(b) Tahlequah, Validation0.900.90NSENSE0.85Option 1 (Point + Unif)0.850.80Option 2 (Point Only) (0.78)0.801 2 3 4 5 61 2 3 4 5 60.95(c) Siloam Springs, Calibration0.95(d) Siloam Springs, Validation0.900.90tel-00392240, version 1 - 5 Jun 2009NSENSENSE0.850.800.850.800.750.700.650.60(0.49)1 2 3 4 5 6(e) Kansas, CalibrationNSE0.850.800.850.800.750.700.650.60(0.34)1 2 3 4 5 6(f) Kansas, Validation0.551 2 3 4 5 6Number of tributaries0.551 2 3 4 5 6Number of tributariesFig. 6. Nash-Sutcliffe efficiencies (NSE) averaged over the two sub-periods in calibrationand validation mode at the Tahlequah (downstream end of the reach),Siloam Springs (interior of the reach) and Kansas (tributary) stations with an increasingnumber of tributaries modelled individually. Two options were consideredfor lateral inflow injections: option 1 makes use of point and uniformly distributedinflows, option 2 uses only point inflows. The criteria were not calculated at theKansas station for the configuration having only one tributary (see section 4).38
EP, Peak Error (%)3530252015(a) Tahlequah, CalibrationOption 1 (Point + Unif)Option 2 (Point Only)EP, Peak Error (%)3530252015(b) Tahlequah, Validation101 2 3 4 5 6101 2 3 4 5 635(c) Siloam Springs, Calibration35(d) Siloam Springs, Validationtel-00392240, version 1 - 5 Jun 2009EP, Peak Error (%)EP, Peak Error (%)302520151050454035301 2 3 4 5 6(e) Kansas, CalibrationEP, Peak Error (%)EP, Peak Error (%)302520151050454035301 2 3 4 5 6(f) Kansas, Validation251 2 3 4 5 6Number of tributaries251 2 3 4 5 6Number of tributariesFig. 7. Mean peak error (E P ) averaged over the two sub-periods in calibration andvalidation mode at the Tahlequah (downstream end of the reach), Siloam Springs(interior of the reach) and Kansas (tributary) stations with an increasing numberof tributaries modelled individually. The mean peak error was calculated on the 15events listed in Table 1. The criteria were not calculated at the Kansas station forthe configuration having only one tributary (see Section 4).39
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: 1000(a) Tahlequah, Event no. 2Obs.1
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 391 and 392: tel-00392240, version 1 - 5 Jun 200
show all

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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?