Do not rely on symlinks for test damage curves / costs

tests/config/damage_curves/flood/README.md

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+# Damage curves
+
+Each CSV file in this directory pertains to a particular `Asset`. When networks
+of nodes or edges are created, each feature of interest should be tagged with
+an `asset_type`. Currently accepted values may found in the open_gira.assets module.
+
+The contents of the CSV files should be:
+
+1) A header describing the source of the data to follow. Header lines should be prefixed with '#', e.g.
+\# Source:
+\# Nirandjan et al., 2024, F8.4
+
+2) The first non-header line gives the column headings. For flooding this should be:
+inundation_depth_(m),damage_fraction
+
+3) The inundation and damage ratio data should follow, one record per line, e.g.
+0.0,0.0
+0.5,0.2
+1.0,0.33

tests/config/damage_curves/flood/rail_railway.csv

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+# https://zenodo.org/records/10203846
+# Table_D2_Multi-Hazard_Fragility_and_Vulnerability_Curves_V1.0.0.xlsx
+# Nirandjan 2024, V1.0, F_Vuln_Depth, F8.6a
+inundation_depth_(m),damage_fraction
+0.00,0.000
+0.05,0.015
+0.10,0.029
+0.15,0.044
+0.20,0.058
+0.25,0.073
+0.30,0.087
+0.35,0.102
+0.40,0.116
+0.45,0.131
+0.50,0.145
+0.55,0.160
+0.60,0.176
+0.65,0.191
+0.70,0.207
+0.75,0.222
+0.80,0.237
+0.85,0.253
+0.90,0.268
+0.95,0.283
+1.00,0.299
+1.05,0.309
+1.10,0.319
+1.15,0.329
+1.20,0.339
+1.25,0.348
+1.30,0.358
+1.35,0.368
+1.40,0.378
+1.45,0.388
+1.50,0.398
+1.55,0.402
+1.60,0.406
+1.65,0.410
+1.70,0.415
+1.75,0.419
+1.80,0.423
+1.85,0.427
+1.90,0.431
+1.95,0.435
+2.00,0.439
+2.05,0.447
+2.10,0.454
+2.15,0.461
+2.20,0.469
+2.25,0.476
+2.30,0.484
+2.35,0.491
+2.40,0.498
+2.45,0.506
+2.50,0.513
+2.55,0.521
+2.60,0.528
+2.65,0.535
+2.70,0.543
+2.75,0.550
+2.80,0.558
+2.85,0.565
+2.90,0.572
+2.95,0.580
+3.00,0.587
+3.05,0.595
+3.10,0.604
+3.15,0.612
+3.20,0.620
+3.25,0.629
+3.30,0.637
+3.35,0.645
+3.40,0.654
+3.45,0.662
+3.50,0.670
+3.55,0.679
+3.60,0.687
+3.65,0.695
+3.70,0.704
+3.75,0.712
+3.80,0.720
+3.85,0.729
+3.90,0.737
+3.95,0.745
+4.00,0.754
+4.05,0.761
+4.10,0.769
+4.15,0.777
+4.20,0.784
+4.25,0.792
+4.30,0.799
+4.35,0.807
+4.40,0.815
+4.45,0.822
+4.50,0.830
+4.55,0.838
+4.60,0.845
+4.65,0.853
+4.70,0.860
+4.75,0.868
+4.80,0.876
+4.85,0.883
+4.90,0.891
+4.95,0.899
+5.00,0.906
+5.05,0.911
+5.10,0.916
+5.15,0.920
+5.20,0.925
+5.25,0.930
+5.30,0.934
+5.35,0.939
+5.40,0.944
+5.45,0.948
+5.50,0.953
+5.55,0.958
+5.60,0.962
+5.65,0.967
+5.70,0.972
+5.75,0.977
+5.80,0.981
+5.85,0.986
+5.90,0.991
+5.95,0.995
+6.00,1.000

tests/config/damage_curves/flood/road_motorway.csv

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+# https://zenodo.org/records/10203846
+# Table_D2_Multi-Hazard_Fragility_and_Vulnerability_Curves_V1.0.0.xlsx
+# Nirandjan 2024, V1.0, F_Vuln_Depth, F7.4
+inundation_depth_(m),damage_fraction
+0.00,0.000
+0.05,0.001
+0.10,0.002
+0.15,0.003
+0.20,0.004
+0.25,0.005
+0.30,0.006
+0.35,0.007
+0.40,0.008
+0.45,0.009
+0.50,0.010
+0.55,0.012
+0.60,0.014
+0.65,0.016
+0.70,0.018
+0.75,0.020
+0.80,0.022
+0.85,0.024
+0.90,0.026
+0.95,0.028
+1.00,0.030
+1.05,0.035
+1.10,0.039
+1.15,0.044
+1.20,0.048
+1.25,0.053
+1.30,0.057
+1.35,0.062
+1.40,0.066
+1.45,0.071
+1.50,0.075
+1.55,0.078
+1.60,0.080
+1.65,0.083
+1.70,0.085
+1.75,0.088
+1.80,0.090
+1.85,0.093
+1.90,0.095
+1.95,0.098
+2.00,0.100
+2.05,0.101
+2.10,0.103
+2.15,0.104
+2.20,0.105
+2.25,0.106
+2.30,0.108
+2.35,0.109
+2.40,0.110
+2.45,0.111
+2.50,0.113
+2.55,0.114
+2.60,0.115
+2.65,0.116
+2.70,0.118
+2.75,0.119
+2.80,0.120
+2.85,0.121
+2.90,0.123
+2.95,0.124
+3.00,0.125
+3.05,0.126
+3.10,0.128
+3.15,0.129
+3.20,0.130
+3.25,0.131
+3.30,0.133
+3.35,0.134
+3.40,0.135
+3.45,0.136
+3.50,0.138
+3.55,0.139
+3.60,0.140
+3.65,0.141
+3.70,0.143
+3.75,0.144
+3.80,0.145
+3.85,0.146
+3.90,0.148
+3.95,0.149
+4.00,0.150
+4.05,0.151
+4.10,0.153
+4.15,0.154
+4.20,0.155
+4.25,0.156
+4.30,0.158
+4.35,0.159
+4.40,0.160
+4.45,0.161
+4.50,0.163
+4.55,0.164
+4.60,0.165
+4.65,0.166
+4.70,0.168
+4.75,0.169
+4.80,0.170
+4.85,0.171
+4.90,0.173
+4.95,0.174
+5.00,0.175
+5.05,0.176
+5.10,0.178
+5.15,0.179
+5.20,0.180
+5.25,0.181
+5.30,0.183
+5.35,0.184
+5.40,0.185
+5.45,0.186
+5.50,0.188
+5.55,0.189
+5.60,0.190
+5.65,0.191
+5.70,0.193
+5.75,0.194
+5.80,0.195
+5.85,0.196
+5.90,0.198
+5.95,0.199
+6.00,0.200