Changeset 4929


Ignore:
Timestamp:
Jan 11, 2008, 11:25:42 AM (16 years ago)
Author:
duncan
Message:

validation paper work

Files:
1 added
7 edited

Legend:

Unmodified
Added
Removed
  • anuga_validation/uq_flume_2007/plot.py

    r4773 r4929  
    5555    from os import sep, path
    5656
    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"
    5959    # create Depth plot
    6060    plot_compare_csv(location='0.4:0.2',
  • anuga_validation/uq_sloped_flume_2008/depth_experiment.csv

    r4928 r4929  
    11time,0.4:0.2
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    10 0.16,0.000
    11 0.18,0.000
    12 0.2,0.000
    13 0.22,0.000
     20,0
     30.02,0
     40.04,0
     50.06,0
     60.08,0
     70.1,0
     80.12,0
     90.14,0
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     110.18,0
     120.2,0
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    14140.24,0.004
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    17 0.3,-0.069
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    27260.5,0.034
     
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    50490.96,0.061
     
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    63621.22,0.071
    64631.24,0.072
     
    80791.56,0.079
    81801.58,0.079
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     811.6,0.08
    83821.62,0.081
    84831.64,0.081
     
    1351342.66,0.099
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    1601593.16,0.099
     
    1811803.58,0.091
    1821813.6,0.091
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    2001993.96,0.081
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    2732725.42,0.051
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     2755.48,0.05
     2765.5,0.05
    2782775.52,0.049
    2792785.54,0.049
     
    3233226.42,0.041
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    4324318.6,0.039
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  • anuga_validation/uq_sloped_flume_2008/plot.py

    r4928 r4929  
    5555    from os import sep, path
    5656
    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"
    5959    # create Depth plot
    6060    plot_compare_csv(location='0.4:0.2',
  • anuga_validation/uq_sloped_flume_2008/velocity_x_experiment.csv

    r4928 r4929  
    11time,0.45:0.2
    224.36,0.397
    3 4.38,0.167
    434.4,0.453
    544.42,0.451
     
    764.46,0.424
    874.48,0.458
    9 4.5,0.430
     84.5,0.43
    1094.52,0.364
    11 4.54,0.380
     104.54,0.38
    12114.56,0.362
    13124.58,0.383
     
    24234.8,0.409
    25244.82,0.423
    26 4.84,0.000
    27254.86,0.438
    28264.88,0.417
     
    38365.08,0.398
    39375.1,0.376
    40 5.12,0.370
     385.12,0.37
    41395.14,0.368
    42405.16,0.314
    43415.18,0.405
    44425.2,0.309
    45 5.22,0.360
     435.22,0.36
    46445.24,0.343
    47455.26,0.316
     
    51495.34,0.353
    52505.36,0.302
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    54 5.4,0.320
     515.38,0.33
     525.4,0.32
    55535.42,0.274
    56545.44,0.335
     
    64625.6,0.302
    65635.62,0.265
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     645.64,0.31
    67655.66,0.333
    68665.68,0.285
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     685.72,0.3
    71695.74,0.324
    72705.76,0.295
    73715.78,0.301
    74725.8,0.307
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     735.82,0.29
    76745.84,0.249
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    78 5.88,0.320
     755.86,0.3
     765.88,0.32
    79775.9,0.306
    80785.92,0.223
  • anuga_work/publications/anuga_2007/anuga_validation.tex

    r4913 r4929  
    507507 
    508508% Validation UQ flume
    509 % at X:\anuga_validation\uq_flume_2007
     509% at X:\anuga_validation\uq_sloped_flume_2008
    510510% run run_dam.py to create sww file and .csv files
    511 % run plot.py to create graphs, and move them here
     511% run plot.py to create graphs heere automatically
    512512\begin{figure}[htbp]
    513513\centerline{\includegraphics[width=4in]{uq-flume-depth.eps}}
     
    529529long.  For this experiment the reservoir water was 0.2m deep. At time
    530530zero 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.
     531side of the flume.  The water ran up a flume slope of 0.03 m/m.  To
     532accurately model the bed surface a Manning's friction value of 0.01,
     533representing PVC was used.
    533534
    534535% Neale, L.C. and R.E. Price.  Flow characteristics of PVC sewer pipe.
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