Table 3 SWARA weight for each influencing factor.
From: Multi-hazard spatial modeling via ensembles of machine learning and meta-heuristic techniques
Factor | class | SWARA weight flood | SWARA weight landslide |
|---|---|---|---|
Altitude (m) | 0–512 | 0.19 | 0.02 |
512–828 | 0.37 | 0.02 | |
828–1162 | 0.12 | 0.03 | |
1162–1416 | 0.08 | 0.05 | |
1416–1603 | 0.06 | 0.13 | |
1603–1810 | 0.05 | 0.42 | |
1810–2056 | 0.05 | 0.23 | |
2056–2430 | 0.05 | 0.02 | |
2430–3372 | 0.05 | 0.08 | |
Aspect | Flat | 0.22 | 0.01 |
North | 0.09 | 0.47 | |
North-East | 0.08 | 0.01 | |
East | 0.12 | 0.01 | |
South-East | 0.08 | 0.02 | |
South | 0.08 | 0.13 | |
South-West | 0.08 | 0.07 | |
West | 0.15 | 0.04 | |
North-West | 0.10 | 0.24 | |
Distance to river (m) | 0–365 | 0.31 | 0.37 |
365–758 | 0.14 | 0.21 | |
758–1179 | 0.20 | 0.09 | |
1179–1638 | 0.10 | 0.06 | |
1638–2150 | 0.06 | 0.04 | |
2150–2757 | 0.08 | 0.14 | |
2757–3525 | 0.04 | 0.03 | |
3525–4616 | 0.04 | 0.03 | |
4616–8105 | 0.04 | 0.03 | |
Rainfall (mm) | 270–376 | 0.35 | – |
376–439 | 0.20 | – | |
439–490 | 0.14 | – | |
490–553 | 0.10 | – | |
553–679 | 0.10 | – | |
679–889 | 0.11 | – | |
Land use | Urban and residential | 0.23 | 0.36 |
Water | 0.41 | 0.09 | |
Forest | 0.07 | 0.09 | |
Outcrop | 0.07 | 0.22 | |
Farm land | 0.14 | 0.14 | |
Range land | 0.09 | 0.09 | |
Lithology | Ekn | 0.05 | 0.08 |
EMas-sb | 0.02 | 0.00 | |
K1bl | 0.04 | 0.00 | |
Kbgp | 0.01 | 0.03 | |
KEpd-gu | 0.03 | 0.43 | |
Klsol | 0.00 | 0.00 | |
KPeam | 0.01 | 0.01 | |
Mgs | 0.18 | 0.00 | |
MuPlaj | 0.12 | 0.01 | |
Ogb | 0.00 | 0.24 | |
OMas | 0.07 | 0.01 | |
PeEtz | 0.02 | 0.00 | |
pd | 0.00 | 0.02 | |
Plbk | 0.30 | 0.04 | |
Qft1 | 0.01 | 0.00 | |
Qft2 | 0.09 | 0.00 | |
TRKubl | 0.02 | 0.00 | |
TRKurl | 0.03 | 0.13 | |
Others | 0.00 | 0.00 | |
Slope (0) | 0–5 | 0.34 | 0.11 |
5–10 | 0.22 | 0.41 | |
10–15 | 0.16 | 0.14 | |
15–25 | 0.14 | 0.22 | |
25 < | 0.14 | 0.11 | |
Plan curvature (100/m) | Concave | 0.31 | 0.42 |
Flat | 0.39 | 0.29 | |
Convex | 0.31 | 0.29 | |
Distance to fault (m) | < 1000 | – | 0.15 |
1000–2000 | – | 0.12 | |
2000–3000 | – | 0.20 | |
3000–4000 | – | 0.10 | |
4000–5000 | – | 0.10 | |
> 5000 | – | 0.33 | |
Distance to road (m) | < 1000 | – | 0.24 |
1000–2000 | – | 0.06 | |
2000–3000 | – | 0.08 | |
3000–4000 | – | 0.06 | |
4000–5000 | – | 0.13 | |
> 5000 | – | 0.44 |