Changeset 6902 for branches/numpy/anuga/culvert_flows
- Timestamp:
- Apr 24, 2009, 5:22:14 PM (16 years ago)
- Location:
- branches/numpy/anuga/culvert_flows
- Files:
-
- 3 edited
-
culvert_class.py (modified) (1 diff)
-
culvert_routines.py (modified) (1 diff)
-
test_culvert_routines.py (modified) (3 diffs)
Legend:
- Unmodified
- Added
- Removed
-
branches/numpy/anuga/culvert_flows/culvert_class.py
r6553 r6902 325 325 if time - self.last_update > self.update_interval or time == 0.0: 326 326 update = True 327 328 327 329 328 if self.log_filename is not None: -
branches/numpy/anuga/culvert_flows/culvert_routines.py
r6689 r6902 217 217 else: # inlet_depth < 0.01: 218 218 Q = barrel_velocity = outlet_culvert_depth = 0.0 219 219 220 # Temporary flow limit 220 221 if barrel_velocity > max_velocity: -
branches/numpy/anuga/culvert_flows/test_culvert_routines.py
r6790 r6902 19 19 20 20 21 def test_boyd_ 1(self):22 """test_boyd_ 123 24 This tests the Boyd routine with data obtained from ??? by Petar Milevski 25 """26 # FIXME(Ole): This test fails (20 Feb 2009)27 21 def test_boyd_0(self): 22 """test_boyd_0 23 24 This tests the Boyd routine with data obtained from ??? by Petar Milevski 25 This test is the only one that passed in late February 2009 26 """ 27 28 28 g=9.81 29 29 culvert_slope=0.1 # Downward … … 67 67 68 68 69 def test_boyd_2(self):70 """test_boyd_ 269 def Xtest_boyd_00(self): 70 """test_boyd_00 71 71 72 72 This tests the Boyd routine with data obtained from ??? by Petar Milevski … … 108 108 109 109 #print Q, v, d 110 #assert num.allclose(Q, 0.185, rtol=1.0e-3)110 assert num.allclose(Q, 0.185, rtol=1.0e-3) 111 111 #assert num.allclose(v, 0.93) 112 112 #assert num.allclose(d, 0.0) 113 113 114 def Xtest_boyd_1(self): 115 """test_boyd_1 116 117 This tests the Boyd routine with data obtained from ??? by Petar Milevski 118 """ 119 # FIXME(Ole): This test fails (20 Feb 2009) 120 121 g=9.81 122 culvert_slope=0.01 # Downward 123 124 inlet_depth=0.263 125 outlet_depth=0.0 126 127 culvert_length=4.0 128 culvert_width=0.75 129 culvert_height=0.75 130 131 culvert_type='pipe' 132 manning=0.013 133 sum_loss=1.5 134 135 inlet_specific_energy=inlet_depth #+0.5*v**2/g 136 z_in = 0.0 137 z_out = -culvert_length*culvert_slope/100 138 E_in = z_in+inlet_depth #+ 0.5*v**2/g 139 E_out = z_out+outlet_depth #+ 0.5*v**2/g 140 delta_total_energy = E_in-E_out 141 142 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 143 outlet_depth, 144 inlet_specific_energy, 145 delta_total_energy, 146 g, 147 culvert_length, 148 culvert_width, 149 culvert_height, 150 culvert_type, 151 manning, 152 sum_loss) 153 154 print Q, v, d 155 assert num.allclose(Q, 0.10, rtol=1.0e-2) #inflow 156 assert num.allclose(v, 1.13, rtol=1.0e-2) #outflow velocity 157 assert num.allclose(d, 0.15, rtol=1.0e-2) #depth at outlet used to calc v 158 159 def Xtest_boyd_2(self): 160 """test_boyd_2 161 162 This tests the Boyd routine with data obtained from ??? by Petar Milevski 163 """ 164 # FIXME(Ole): This test fails (20 Feb 2009) 165 166 g=9.81 167 culvert_slope=0.01 # Downward 168 169 inlet_depth=1.135 170 outlet_depth=0.0 171 172 culvert_length=4.0 173 culvert_width=0.75 174 culvert_height=0.75 175 176 culvert_type='pipe' 177 manning=0.013 178 sum_loss=1.5 179 180 inlet_specific_energy=inlet_depth #+0.5*v**2/g 181 z_in = 0.0 182 z_out = -culvert_length*culvert_slope/100 183 E_in = z_in+inlet_depth #+ 0.5*v**2/g 184 E_out = z_out+outlet_depth #+ 0.5*v**2/g 185 delta_total_energy = E_in-E_out 186 187 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 188 outlet_depth, 189 inlet_specific_energy, 190 delta_total_energy, 191 g, 192 culvert_length, 193 culvert_width, 194 culvert_height, 195 culvert_type, 196 manning, 197 sum_loss) 198 199 print Q, v, d 200 assert num.allclose(Q, 1.00, rtol=1.0e-2) #inflow 201 assert num.allclose(v, 2.59, rtol=1.0e-2) #outflow velocity 202 assert num.allclose(d, 0.563, rtol=1.0e-2) #depth at outlet used to calc v 203 204 def Xtest_boyd_3(self): 205 """test_boyd_3 206 207 This tests the Boyd routine with data obtained from ??? by Petar Milevski 208 """ 209 # FIXME(Ole): This test fails (20 Feb 2009) 210 211 g=9.81 212 culvert_slope=0.01 # Downward 213 214 inlet_depth=12.747 215 outlet_depth=0.0 216 217 culvert_length=4.0 218 culvert_width=0.75 219 culvert_height=0.75 220 221 culvert_type='pipe' 222 manning=0.013 223 sum_loss=1.5 224 225 inlet_specific_energy=inlet_depth #+0.5*v**2/g 226 z_in = 0.0 227 z_out = -culvert_length*culvert_slope/100 228 E_in = z_in+inlet_depth #+ 0.5*v**2/g 229 E_out = z_out+outlet_depth #+ 0.5*v**2/g 230 delta_total_energy = E_in-E_out 231 232 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 233 outlet_depth, 234 inlet_specific_energy, 235 delta_total_energy, 236 g, 237 culvert_length, 238 culvert_width, 239 culvert_height, 240 culvert_type, 241 manning, 242 sum_loss) 243 244 print Q, v, d 245 assert num.allclose(Q, 5.00, rtol=1.0e-2) #inflow 246 assert num.allclose(v, 11.022, rtol=1.0e-2) #outflow velocity 247 assert num.allclose(d, 0.72, rtol=1.0e-2) #depth at outlet used to calc v 248 249 def Xtest_boyd_4(self): 250 """test_boyd_4 251 252 This tests the Boyd routine with data obtained from ??? by Petar Milevski 253 """ 254 # FIXME(Ole): This test fails (20 Feb 2009) 255 256 g=9.81 257 culvert_slope=0.01 # Downward 258 259 inlet_depth=1.004 260 outlet_depth=1.00 261 262 culvert_length=4.0 263 culvert_width=0.75 264 culvert_height=0.75 265 266 culvert_type='pipe' 267 manning=0.013 268 sum_loss=1.5 269 270 inlet_specific_energy=inlet_depth #+0.5*v**2/g 271 z_in = 0.0 272 z_out = -culvert_length*culvert_slope/100 273 E_in = z_in+inlet_depth #+ 0.5*v**2/g 274 E_out = z_out+outlet_depth #+ 0.5*v**2/g 275 delta_total_energy = E_in-E_out 276 277 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 278 outlet_depth, 279 inlet_specific_energy, 280 delta_total_energy, 281 g, 282 culvert_length, 283 culvert_width, 284 culvert_height, 285 culvert_type, 286 manning, 287 sum_loss) 288 289 print Q, v, d 290 assert num.allclose(Q, 0.10, rtol=1.0e-2) #inflow 291 assert num.allclose(v, 0.22, rtol=1.0e-2) #outflow velocity 292 assert num.allclose(d, 0.76, rtol=1.0e-2) #depth at outlet used to calc v 293 294 def Xtest_boyd_5(self): 295 """test_boyd_5 296 297 This tests the Boyd routine with data obtained from ??? by Petar Milevski 298 """ 299 # FIXME(Ole): This test fails (20 Feb 2009) 300 301 g=9.81 302 culvert_slope=0.01 # Downward 303 304 inlet_depth=1.401 305 outlet_depth=1.00 306 307 culvert_length=4.0 308 culvert_width=0.75 309 culvert_height=0.75 310 311 culvert_type='pipe' 312 manning=0.013 313 sum_loss=1.5 314 315 inlet_specific_energy=inlet_depth #+0.5*v**2/g 316 z_in = 0.0 317 z_out = -culvert_length*culvert_slope/100 318 E_in = z_in+inlet_depth #+ 0.5*v**2/g 319 E_out = z_out+outlet_depth #+ 0.5*v**2/g 320 delta_total_energy = E_in-E_out 321 322 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 323 outlet_depth, 324 inlet_specific_energy, 325 delta_total_energy, 326 g, 327 culvert_length, 328 culvert_width, 329 culvert_height, 330 culvert_type, 331 manning, 332 sum_loss) 333 334 print Q, v, d 335 assert num.allclose(Q, 1.00, rtol=1.0e-2) #inflow 336 assert num.allclose(v, 2.204, rtol=1.0e-2) #outflow velocity 337 assert num.allclose(d, 0.76, rtol=1.0e-2) #depth at outlet used to calc v 338 339 340 def Xtest_boyd_6(self): 341 """test_boyd_5 342 343 This tests the Boyd routine with data obtained from ??? by Petar Milevski 344 """ 345 # FIXME(Ole): This test fails (20 Feb 2009) 346 347 g=9.81 348 culvert_slope=0.01 # Downward 349 350 inlet_depth=12.747 351 outlet_depth=1.00 352 353 culvert_length=4.0 354 culvert_width=0.75 355 culvert_height=0.75 356 357 culvert_type='pipe' 358 manning=0.013 359 sum_loss=1.5 360 361 inlet_specific_energy=inlet_depth #+0.5*v**2/g 362 z_in = 0.0 363 z_out = -culvert_length*culvert_slope/100 364 E_in = z_in+inlet_depth #+ 0.5*v**2/g 365 E_out = z_out+outlet_depth #+ 0.5*v**2/g 366 delta_total_energy = E_in-E_out 367 368 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 369 outlet_depth, 370 inlet_specific_energy, 371 delta_total_energy, 372 g, 373 culvert_length, 374 culvert_width, 375 culvert_height, 376 culvert_type, 377 manning, 378 sum_loss) 379 380 print Q, v, d 381 assert num.allclose(Q, 5.00, rtol=1.0e-2) #inflow 382 assert num.allclose(v, 11.022, rtol=1.0e-2) #outflow velocity 383 assert num.allclose(d, 0.76, rtol=1.0e-2) #depth at outlet used to calc v 384 385 386 def Xtest_boyd_7(self): 387 """test_boyd_7 388 389 This tests the Boyd routine with data obtained from ??? by Petar Milevski 390 """ 391 # FIXME(Ole): This test fails (20 Feb 2009) 392 393 g=9.81 394 culvert_slope=0.1 # Downward 395 396 inlet_depth=0.303 397 outlet_depth=0.00 398 399 culvert_length=4.0 400 culvert_width=0.75 401 culvert_height=0.75 402 403 culvert_type='pipe' 404 manning=0.013 405 sum_loss=1.5 406 407 inlet_specific_energy=inlet_depth #+0.5*v**2/g 408 z_in = 0.0 409 z_out = -culvert_length*culvert_slope/100 410 E_in = z_in+inlet_depth #+ 0.5*v**2/g 411 E_out = z_out+outlet_depth #+ 0.5*v**2/g 412 delta_total_energy = E_in-E_out 413 414 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 415 outlet_depth, 416 inlet_specific_energy, 417 delta_total_energy, 418 g, 419 culvert_length, 420 culvert_width, 421 culvert_height, 422 culvert_type, 423 manning, 424 sum_loss) 425 426 print Q, v, d 427 assert num.allclose(Q, 0.10, rtol=1.0e-2) #inflow 428 assert num.allclose(v, 1.13, rtol=1.0e-2) #outflow velocity 429 assert num.allclose(d, 0.19, rtol=1.0e-2) #depth at outlet used to calc v 430 431 432 def Xtest_boyd_8(self): 433 """test_boyd_8 434 435 This tests the Boyd routine with data obtained from ??? by Petar Milevski 436 """ 437 # FIXME(Ole): This test fails (20 Feb 2009) 438 439 g=9.81 440 culvert_slope=0.1 # Downward 441 442 inlet_depth=1.135 443 outlet_depth=0.00 444 445 culvert_length=4.0 446 culvert_width=0.75 447 culvert_height=0.75 448 449 culvert_type='pipe' 450 manning=0.013 451 sum_loss=1.5 452 453 inlet_specific_energy=inlet_depth #+0.5*v**2/g 454 z_in = 0.0 455 z_out = -culvert_length*culvert_slope/100 456 E_in = z_in+inlet_depth #+ 0.5*v**2/g 457 E_out = z_out+outlet_depth #+ 0.5*v**2/g 458 delta_total_energy = E_in-E_out 459 460 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 461 outlet_depth, 462 inlet_specific_energy, 463 delta_total_energy, 464 g, 465 culvert_length, 466 culvert_width, 467 culvert_height, 468 culvert_type, 469 manning, 470 sum_loss) 471 472 print Q, v, d 473 assert num.allclose(Q, 1.00, rtol=1.0e-2) #inflow 474 assert num.allclose(v, 2.204, rtol=1.0e-2) #outflow velocity 475 assert num.allclose(d, 0.76, rtol=1.0e-2) #depth at outlet used to calc v 476 477 def Xtest_boyd_9(self): 478 """test_boyd_9 479 480 This tests the Boyd routine with data obtained from ??? by Petar Milevski 481 """ 482 # FIXME(Ole): This test fails (20 Feb 2009) 483 484 g=9.81 485 culvert_slope=0.1 # Downward 486 487 inlet_depth=1.1504 488 outlet_depth=1.5 489 490 culvert_length=4.0 491 culvert_width=0.75 492 culvert_height=0.75 493 494 culvert_type='pipe' 495 manning=0.013 496 sum_loss=1.5 497 498 inlet_specific_energy=inlet_depth #+0.5*v**2/g 499 z_in = 0.0 500 z_out = -culvert_length*culvert_slope/100 501 E_in = z_in+inlet_depth #+ 0.5*v**2/g 502 E_out = z_out+outlet_depth #+ 0.5*v**2/g 503 delta_total_energy = E_in-E_out 504 505 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 506 outlet_depth, 507 inlet_specific_energy, 508 delta_total_energy, 509 g, 510 culvert_length, 511 culvert_width, 512 culvert_height, 513 culvert_type, 514 manning, 515 sum_loss) 516 517 print Q, v, d 518 assert num.allclose(Q, 0.10, rtol=1.0e-2) #inflow 519 assert num.allclose(v, 0.22, rtol=1.0e-2) #outflow velocity 520 assert num.allclose(d, 0.76, rtol=1.0e-2) #depth at outlet used to calc v 521 522 523 def Xtest_boyd_10(self): 524 """test_boyd_9 525 526 This tests the Boyd routine with data obtained from ??? by Petar Milevski 527 """ 528 # FIXME(Ole): This test fails (20 Feb 2009) 529 530 g=9.81 531 culvert_slope=0.1 # Downward 532 533 inlet_depth=1.901 534 outlet_depth=1.5 535 536 culvert_length=4.0 537 culvert_width=0.75 538 culvert_height=0.75 539 540 culvert_type='pipe' 541 manning=0.013 542 sum_loss=1.5 543 544 inlet_specific_energy=inlet_depth #+0.5*v**2/g 545 z_in = 0.0 546 z_out = -culvert_length*culvert_slope/100 547 E_in = z_in+inlet_depth #+ 0.5*v**2/g 548 E_out = z_out+outlet_depth #+ 0.5*v**2/g 549 delta_total_energy = E_in-E_out 550 551 Q, v, d = boyd_generalised_culvert_model(inlet_depth, 552 outlet_depth, 553 inlet_specific_energy, 554 delta_total_energy, 555 g, 556 culvert_length, 557 culvert_width, 558 culvert_height, 559 culvert_type, 560 manning, 561 sum_loss) 562 563 print Q, v, d 564 assert num.allclose(Q, 1.00, rtol=1.0e-2) #inflow 565 assert num.allclose(v, 2.204, rtol=1.0e-2) #outflow velocity 566 assert num.allclose(d, 0.76, rtol=1.0e-2) #depth at outlet used to calc v 114 567 115 568
Note: See TracChangeset
for help on using the changeset viewer.
