Changeset 4929
- Timestamp:
- Jan 11, 2008, 11:25:42 AM (17 years ago)
- Files:
-
- 1 added
- 7 edited
-
anuga_validation/uq_flume_2007/plot.py (modified) (1 diff)
-
anuga_validation/uq_sloped_flume_2008/README.txt (added)
-
anuga_validation/uq_sloped_flume_2008/depth_experiment.csv (modified) (14 diffs)
-
anuga_validation/uq_sloped_flume_2008/plot.py (modified) (1 diff)
-
anuga_validation/uq_sloped_flume_2008/velocity_x_experiment.csv (modified) (6 diffs)
-
anuga_work/publications/anuga_2007/anuga_validation.tex (modified) (2 diffs)
-
anuga_work/publications/anuga_2007/uq-flume-depth.eps (modified) (previous)
-
anuga_work/publications/anuga_2007/uq-flume-velocity.eps (modified) (previous)
Legend:
- Unmodified
- Added
- Removed
-
anuga_validation/uq_flume_2007/plot.py
r4773 r4929 55 55 from os import sep, path 56 56 57 depth_file = "uq-flume- depth.eps"58 velocity_file = "uq-flume- velocity.eps"57 depth_file = "uq-flume-not-sloped-depth.eps" 58 velocity_file = "uq-flume-not-sloped-velocity.eps" 59 59 # create Depth plot 60 60 plot_compare_csv(location='0.4:0.2', -
anuga_validation/uq_sloped_flume_2008/depth_experiment.csv
r4928 r4929 1 1 time,0.4:0.2 2 0,0 .0003 0.02,0 .0004 0.04,0 .0005 0.06,0 .0006 0.08,0 .0007 0.1,0 .0008 0.12,0 .0009 0.14,0 .00010 0.16,0 .00011 0.18,0 .00012 0.2,0 .00013 0.22,0 .0002 0,0 3 0.02,0 4 0.04,0 5 0.06,0 6 0.08,0 7 0.1,0 8 0.12,0 9 0.14,0 10 0.16,0 11 0.18,0 12 0.2,0 13 0.22,0 14 14 0.24,0.004 15 15 0.26,0.008 16 16 0.28,0.009 17 0.3,-0.06918 17 0.32,0.032 19 18 0.34,0.032 … … 22 21 0.4,0.034 23 22 0.42,0.035 24 0.44,0.03 025 0.46,0.03 023 0.44,0.03 24 0.46,0.03 26 25 0.48,0.033 27 26 0.5,0.034 … … 36 35 0.68,0.046 37 36 0.7,0.048 38 0.72,0.05 039 0.74,0.05 037 0.72,0.05 38 0.74,0.05 40 39 0.76,0.052 41 40 0.78,0.053 … … 46 45 0.88,0.058 47 46 0.9,0.059 48 0.92,0.06 047 0.92,0.06 49 48 0.94,0.061 50 49 0.96,0.061 … … 59 58 1.14,0.068 60 59 1.16,0.069 61 1.18,0.07 062 1.2,0.07 060 1.18,0.07 61 1.2,0.07 63 62 1.22,0.071 64 63 1.24,0.072 … … 80 79 1.56,0.079 81 80 1.58,0.079 82 1.6,0.08 081 1.6,0.08 83 82 1.62,0.081 84 83 1.64,0.081 … … 135 134 2.66,0.099 136 135 2.68,0.099 137 2.7,0.1 00138 2.72,0.1 00139 2.74,0.1 00140 2.76,0.1 00136 2.7,0.1 137 2.72,0.1 138 2.74,0.1 139 2.76,0.1 141 140 2.78,0.099 142 2.8,0.1 00143 2.82,0.1 00144 2.84,0.1 00145 2.86,0.1 00146 2.88,0.1 00147 2.9,0.1 00148 2.92,0.1 00149 2.94,0.1 00150 2.96,0.1 00151 2.98,0.1 00152 3,0.1 00153 3.02,0.1 00154 3.04,0.1 00155 3.06,0.1 00156 3.08,0.1 00141 2.8,0.1 142 2.82,0.1 143 2.84,0.1 144 2.86,0.1 145 2.88,0.1 146 2.9,0.1 147 2.92,0.1 148 2.94,0.1 149 2.96,0.1 150 2.98,0.1 151 3,0.1 152 3.02,0.1 153 3.04,0.1 154 3.06,0.1 155 3.08,0.1 157 156 3.1,0.099 158 3.12,0.1 00157 3.12,0.1 159 158 3.14,0.099 160 159 3.16,0.099 … … 181 180 3.58,0.091 182 181 3.6,0.091 183 3.62,0.09 0182 3.62,0.09 184 183 3.64,0.089 185 184 3.66,0.089 … … 200 199 3.96,0.081 201 200 3.98,0.081 202 4,0.08 0201 4,0.08 203 202 4.02,0.079 204 203 4.04,0.079 … … 219 218 4.34,0.071 220 219 4.36,0.071 221 4.38,0.07 0222 4.4,0.07 0220 4.38,0.07 221 4.4,0.07 223 222 4.42,0.069 224 223 4.44,0.069 … … 242 241 4.8,0.062 243 242 4.82,0.061 244 4.84,0.06 0245 4.86,0.06 0246 4.88,0.06 0243 4.84,0.06 244 4.86,0.06 245 4.88,0.06 247 246 4.9,0.059 248 247 4.92,0.058 … … 273 272 5.42,0.051 274 273 5.44,0.051 275 5.46,0.05 0276 5.48,0.05 0277 5.5,0.05 0274 5.46,0.05 275 5.48,0.05 276 5.5,0.05 278 277 5.52,0.049 279 278 5.54,0.049 … … 323 322 6.42,0.041 324 323 6.44,0.041 325 6.46,0.04 0326 6.48,0.04 0327 6.5,0.04 0328 6.52,0.04 0329 6.54,0.04 0330 6.56,0.04 0331 6.58,0.04 0324 6.46,0.04 325 6.48,0.04 326 6.5,0.04 327 6.52,0.04 328 6.54,0.04 329 6.56,0.04 330 6.58,0.04 332 331 6.6,0.039 333 332 6.62,0.039 … … 432 431 8.6,0.039 433 432 8.62,0.039 434 8.64,0.04 0435 8.66,0.04 0436 8.68,0.04 0437 8.7,0.04 0438 8.72,0.04 0439 8.74,0.04 0440 8.76,0.04 0441 8.78,0.04 0442 8.8,0.04 0433 8.64,0.04 434 8.66,0.04 435 8.68,0.04 436 8.7,0.04 437 8.72,0.04 438 8.74,0.04 439 8.76,0.04 440 8.78,0.04 441 8.8,0.04 443 442 8.82,0.041 444 443 8.84,0.041 445 444 8.86,0.041 446 8.88,0.04 0445 8.88,0.04 447 446 8.9,0.041 448 447 8.92,0.041 449 8.94,0.04 0450 8.96,0.04 0448 8.94,0.04 449 8.96,0.04 451 450 8.98,0.041 452 9,0.04 0453 9.02,0.04 0454 9.04,0.04 0455 9.06,0.04 0451 9,0.04 452 9.02,0.04 453 9.04,0.04 454 9.06,0.04 456 455 9.08,0.041 457 9.1,0.04 0458 9.12,0.04 0459 9.14,0.04 0460 9.16,0.04 0461 9.18,0.04 0456 9.1,0.04 457 9.12,0.04 458 9.14,0.04 459 9.16,0.04 460 9.18,0.04 462 461 9.2,0.041 463 462 9.22,0.041 464 9.24,0.04 0465 9.26,0.04 0466 9.28,0.04 0467 9.3,0.04 0468 9.32,0.04 0469 9.34,0.04 0470 9.36,0.04 0471 9.38,0.04 0472 9.4,0.04 0473 9.42,0.04 0474 9.44,0.04 0475 9.46,0.04 0476 9.48,0.04 0477 9.5,0.04 0478 9.52,0.04 0479 9.54,0.04 0480 9.56,0.04 0463 9.24,0.04 464 9.26,0.04 465 9.28,0.04 466 9.3,0.04 467 9.32,0.04 468 9.34,0.04 469 9.36,0.04 470 9.38,0.04 471 9.4,0.04 472 9.42,0.04 473 9.44,0.04 474 9.46,0.04 475 9.48,0.04 476 9.5,0.04 477 9.52,0.04 478 9.54,0.04 479 9.56,0.04 481 480 9.58,0.039 482 481 9.6,0.039 -
anuga_validation/uq_sloped_flume_2008/plot.py
r4928 r4929 55 55 from os import sep, path 56 56 57 depth_file = "uq-flume- sloped-depth.eps"58 velocity_file = "uq-flume- sloped-velocity.eps"57 depth_file = "uq-flume-depth.eps" 58 velocity_file = "uq-flume-velocity.eps" 59 59 # create Depth plot 60 60 plot_compare_csv(location='0.4:0.2', -
anuga_validation/uq_sloped_flume_2008/velocity_x_experiment.csv
r4928 r4929 1 1 time,0.45:0.2 2 2 4.36,0.397 3 4.38,0.1674 3 4.4,0.453 5 4 4.42,0.451 … … 7 6 4.46,0.424 8 7 4.48,0.458 9 4.5,0.43 08 4.5,0.43 10 9 4.52,0.364 11 4.54,0.38 010 4.54,0.38 12 11 4.56,0.362 13 12 4.58,0.383 … … 24 23 4.8,0.409 25 24 4.82,0.423 26 4.84,0.00027 25 4.86,0.438 28 26 4.88,0.417 … … 38 36 5.08,0.398 39 37 5.1,0.376 40 5.12,0.37 038 5.12,0.37 41 39 5.14,0.368 42 40 5.16,0.314 43 41 5.18,0.405 44 42 5.2,0.309 45 5.22,0.36 043 5.22,0.36 46 44 5.24,0.343 47 45 5.26,0.316 … … 51 49 5.34,0.353 52 50 5.36,0.302 53 5.38,0.33 054 5.4,0.32 051 5.38,0.33 52 5.4,0.32 55 53 5.42,0.274 56 54 5.44,0.335 … … 64 62 5.6,0.302 65 63 5.62,0.265 66 5.64,0.31 064 5.64,0.31 67 65 5.66,0.333 68 66 5.68,0.285 69 5.7,0.33 070 5.72,0.3 0067 5.7,0.33 68 5.72,0.3 71 69 5.74,0.324 72 70 5.76,0.295 73 71 5.78,0.301 74 72 5.8,0.307 75 5.82,0.29 073 5.82,0.29 76 74 5.84,0.249 77 5.86,0.3 0078 5.88,0.32 075 5.86,0.3 76 5.88,0.32 79 77 5.9,0.306 80 78 5.92,0.223 -
anuga_work/publications/anuga_2007/anuga_validation.tex
r4913 r4929 507 507 508 508 % Validation UQ flume 509 % at X:\anuga_validation\uq_ flume_2007509 % at X:\anuga_validation\uq_sloped_flume_2008 510 510 % run run_dam.py to create sww file and .csv files 511 % run plot.py to create graphs , and move them here511 % run plot.py to create graphs heere automatically 512 512 \begin{figure}[htbp] 513 513 \centerline{\includegraphics[width=4in]{uq-flume-depth.eps}} … … 529 529 long. For this experiment the reservoir water was 0.2m deep. At time 530 530 zero the reservoir gate is opened and the water flows into the other 531 side of the flume. To accurately model the bed surface a Manning's 532 friction value of 0.01, representing PVC was used. 531 side of the flume. The water ran up a flume slope of 0.03 m/m. To 532 accurately model the bed surface a Manning's friction value of 0.01, 533 representing PVC was used. 533 534 534 535 % Neale, L.C. and R.E. Price. Flow characteristics of PVC sewer pipe.
Note: See TracChangeset
for help on using the changeset viewer.
