Introduction
Materials and Methods
Study Area
Data, Criteria, and Standardization
Data name | Source | Horizontal resolution | Vertical resolution | Format | Description |
---|---|---|---|---|---|
Soil thickness data | SGU* | 10 m | – | Raster | General distribution of soil thickness based on Inverse Distance Weighted (IDW) interpolation |
Geological data | SGU* | 1: 50,000 | – | Polygon feature | Distribution of soils and rock outcrops in or near the ground surface as well as the occurrence of blocks. The soils are classified based on formation and grain size composition |
DEM | NLSS** | 2 m | <0.5 m | Raster | The original 2 m DEM from NLSS was resampled to 5 m to reduce noise |
Land cover | NLSS** | 25 m | Raster | Data identifying the distribution of vegetation and other land cover | |
Property data | NLSS** | **** | Polygon features | Property data containing information about buildings, roads and property boundaries etc | |
Validation points | STA*** | – | – | Point data | Point data identifying the road and embankment failures along road object 240, 824 and 62 |
Factor | Fuzzy Set Membership function | Threshold value | ||||
---|---|---|---|---|---|---|
M.I (Monotonically increasing) | ||||||
M.D (Monotonically decreasing) | ||||||
Inundation | Land sliding | Debris flow | Inundation | Land sliding | Debris flow | |
TWI | Linear M.D | Linear M.D | Linear M.D |
c = 2; d = 37 |
c =2; d =37 |
c = 2; d = 37 |
(Fig. 4i) | (Fig. 4i) | (Fig. 4i) | ||||
Land cover | User defined | J-shaped M.D | J-shaped M.D |
c = 1; d =3 |
c = 2; d = 4 |
c = 2; d = 4 |
(Fig. 4iv) | (Fig. 4iii) | (Fig. 4iii) | ||||
Geology | J-shaped M.D | J-Shaped M.D | J-shaped M.D |
c = 2; d = 4 |
c = 2; d = 4 |
c = 2; d = 4 |
(Fig. 4iii) | (Fig. 4iii) | (Fig. 4iii) | ||||
Soil thickness | Linear M.I | Linear M.D | Linear M.D |
a =0 m; b =103 m |
c = 0 m; d =103 m |
c = 0 m; d =103 m |
(Fig. 4ii) | (Fig. 4ii) | (Fig. 4ii) | ||||
Slope angle | Linear M.I(Fig. 4ii) | User defined(Fig. 4v) | User defined(Fig. 4v) |
a = 5°*; b = 10°**; c = 44°***; d = 50° |
a =10°; b = 20°; c = 45°; d = 55° | |
* (MSB 2014) | (Jakob and Hungr 2005) | |||||
** (Caragounis 2014) | ||||||
*** (Coe et al. 2004) | ||||||
Distance to streams | Linear M.I(Fig. 4ii) | Linear M.I(Fig. 4ii) | Linear M.I(Fig. 4ii) | |||
Distance to lakes | Linear M.I(Fig. 4ii) | Linear M.I(Fig. 4ii) | Linear M.I(Fig. 4ii) |
Factors Considered
Factor | Land cover | Geology |
---|---|---|
Perspective | ||
Inundation | Wetlands and water bodies (5) | Clay and silt (6) |
Urban (4) | Rock (5) | |
Agriculture (3) | Peat (4) | |
Grassland (2) | Till (3) | |
Forest (1) | Sand (2) | |
Gravel (1) | ||
Landslide | Urban (5) | Clay and silt (6) |
Agriculture (4) | Peat (5) | |
Grassland (3) | Sand (4) | |
Forest (2) | Gravel (3) | |
Wetlands and water bodies (1) | Till (2) | |
Rock (1) | ||
Debris flow | Grassland (5) | Sand (6) |
Agriculture (4) | Gravel (5) | |
Forest (3) | Till (4) | |
Wetlands and water bodies (2) | Peat (3) | |
Urban (1) | Clay and silt (2) | |
Rock (1) |
The SMCA Approach
Continuous Rating Scale (Intensity of importance) | ||||||||
---|---|---|---|---|---|---|---|---|
1/9 | 1/7 | 1/5 | 1/3 | 1 | 3 | 5 | 7 | 9 |
extremely | very strongly | strongly | moderately | equally | moderately | strongly | very strongly | extremely |
Less important | More important |
Weighting
Weighting for AHP
Aggregated scores Q1 (25th percentile) | |||||||
---|---|---|---|---|---|---|---|
Inundation | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
Slope | |||||||
Geology | 1 | ||||||
Land cover | 0.4 | 1 | |||||
Soil thickness | 0.22 | 1 | 1.20 | ||||
Distance to streams | 3.45 | 3.45 | 5.55 | 7.14 | |||
Distance to lakes | 3.33 | 3.33 | 5 | 5.26 | 1 | ||
TWI | 3.03 | 3.03 | 3.03 | 5.26 | 3.03 | 2 |
Landslide | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
---|---|---|---|---|---|---|---|
Slope | |||||||
Geology | 1.20 | ||||||
Land cover | 0.4 | 0.33 | |||||
Soil thickness | 0.4 | 0.4 | 3.03 | ||||
Distance to streams | 1 | 0.4 | 3.03 | 1 | |||
Distance to lakes | 0.4 | 0.25 | 1.20 | 1 | 1 | ||
TWI | 0.33 | 1 | 3.03 | 1 | 3.03 | 5 |
Debris flow | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
---|---|---|---|---|---|---|---|
Slope | |||||||
Geology | 1 | ||||||
Land cover | 0.40 | 1 | |||||
Soil thickness | 0.40 | 1 | 3.03 | ||||
Distance to streams | 0.40 | 0.25 | 1.14 | 1 | |||
Distance to lakes | 0.40 | 0.20 | 1.14 | 1 | 1 | ||
TWI | 1 | 2.00 | 3.03 | 7.14 | 7.14 | 7.14 |
Aggregated scores Q2 (50th percentile) | |||||||
---|---|---|---|---|---|---|---|
Inundation | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
Slope | |||||||
Geology | 0.38 | ||||||
Land cover | 0.26 | 0.32 | |||||
Soil thickness | 0.19 | 0.46 | 0.28 | ||||
Distance to streams | 0.47 | 0.47 | 0.63 | 0.93 | |||
Distance to lakes | 0.42 | 0.47 | 0.62 | 0.63 | 0.52 | ||
TWI | 0.61 | 1.92 | 1.92 | 2.04 | 0.51 | 0.48 |
Landslide | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
---|---|---|---|---|---|---|---|
Slope | |||||||
Geology | 0.41 | ||||||
Land cover | 0.21 | 0.20 | |||||
Soil thickness | 0.36 | 0.29 | 0.31 | ||||
Distance to streams | 0.19 | 0.22 | 0.36 | 0.41 | |||
Distance to lakes | 0.18 | 0.19 | 0.39 | 0.41 | 0.72 | ||
TWI | 0.40 | 0.41 | 0.73 | 0.66 | 1.04 | 1.09 |
Debris flow | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
---|---|---|---|---|---|---|---|
Slope | |||||||
Geology | 0.31 | ||||||
Land cover | 0.27 | 0.29 | |||||
Soil thickness | 0.29 | 0.31 | 0.25 | ||||
Distance to streams | 0.29 | 0.21 | 0.28 | 0.40 | |||
Distance to lakes | 0.22 | 0.17 | 0.23 | 0.28 | 0.40 | ||
TWI | 0.46 | 0.93 | 0.77 | 0.81 | 1.27 | 2.17 |
Aggregated scores Q3 (75th percentile) | |||||||
---|---|---|---|---|---|---|---|
Inundation | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
Slope | |||||||
Geology | 0.33 | ||||||
Land cover | 0.2 | 0.29 | |||||
Soil thickness | 0.14 | 0.33 | 0.14 | ||||
Distance to streams | 0.5 | 0.5 | 1 | 1 | |||
Distance to lakes | 0.29 | 0.5 | 1 | 1 | 0.33 | ||
TWI | 0.4 | 1.20 | 1.20 | 1.20 | 0.4 | 0.4 |
Landslide | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
---|---|---|---|---|---|---|---|
Slope | |||||||
Geology | 0.36 | ||||||
Land cover | 0.14 | 0.14 | |||||
Soil thickness | 0.33 | 0.25 | 0.18 | ||||
Distance to streams | 0.13 | 0.18 | 0.29 | 0.29 | |||
Distance to lakes | 0.13 | 0.13 | 0.29 | 0.2 | 0.8 | ||
TWI | 0.33 | 0.33 | 1 | 1 | 1 | 1 |
Debris flow | Slope | Geology | Land cover | Soil thickness | Distance to streams | Distance to lakes | TWI |
---|---|---|---|---|---|---|---|
Slope | |||||||
Geology | 0.20 | ||||||
Land cover | 0.18 | 0.20 | |||||
Soil thickness | 0.20 | 0.20 | 0.14 | ||||
Distance to streams | 0.20 | 0.18 | 0.18 | 0.29 | |||
Distance to lakes | 0.14 | 0.13 | 0.13 | 0.18 | 0.33 | ||
TWI | 0.33 | 1 | 1 | 1 | 1.20 | 1.20 |
Weighting scheme (%) | ||||||||
---|---|---|---|---|---|---|---|---|
AHP individual experts | ||||||||
Inundation | Exp. 1 | Exp. 2 | Exp. 3 | Exp.4 | Exp. 5 | Exp.6 | Exp. 7 | Exp. 8 |
Slope | 0.0721 | 0.1573 | 0.1847 | 0.1821 | 0.2600 | 0.1461 | 0.4555 | 0.1138 |
Geology | 0.0296 | 0.1030 | 0.2208 | 0.4394 | 0.1005 | 0.0607 | 0.0857 | 0.0409 |
Land cover | 0.0296 | 0.1529 | 0.0924 | 0.1642 | 0.0452 | 0.1072 | 0.0941 | 0.0286 |
Soil thickness | 0.0278 | 0.0254 | 0.1144 | 0.0897 | 0.0377 | 0.0494 | 0.0713 | 0.0526 |
Distance to streams | 0.4905 | 0.2082 | 0.1144 | 0.0626 | 0.3325 | 0.0453 | 0.1053 | 0.2447 |
Distance to lakes | 0.2648 | 0.2082 | 0.0872 | 0.0620 | 0.2242 | 0.0453 | 0.1053 | 0.2601 |
TWI | 0.0856 | 0.1451 | 0.1865 | n/a | n/a | 0.5459 | 0.0829 | 0.2594 |
Landslide | Exp. 1 | Exp. 2 | Exp. 3 | Exp.4 | Exp. 5 | Exp.6 | Exp. 7 | Exp. 8 |
---|---|---|---|---|---|---|---|---|
Slope | 0.2307 | 0.1799 | 0.1847 | 0.2072 | 0.3689 | 0.1461 | 0.4668 | 0.3871 |
Geology | 0.4344 | 0.2071 | 0.2208 | 0.3866 | 0.3005 | 0.0607 | 0.1792 | 0.2016 |
Land cover | 0.0987 | 0.0566 | 0.0924 | 0.1813 | 0.0362 | 0.1072 | 0.1594 | 0.0643 |
Soil thickness | 0.0434 | 0.0926 | 0.1144 | 0.0797 | 0.1932 | 0.0494 | 0.0636 | 0.1799 |
Distance to streams | 0.0578 | 0.1699 | 0.1140 | 0.0726 | 0.0652 | 0.0453 | 0.0355 | 0.0358 |
Distance to lakes | 0.0470 | 0.1699 | 0.0872 | 0.0726 | 0.0360 | 0.0453 | 0.0408 | 0.0307 |
TWI | 0.0880 | 0.1243 | 0.1865 | n/a | n/a | 0.5459 | 0.0548 | 0.1007 |
Debris flow | Exp. 1 | Exp. 2 | Exp. 3 | Exp.4 | Exp. 5 | Exp.6 | Exp. 7 | Exp. 8 |
---|---|---|---|---|---|---|---|---|
Slope | 0.2129 | 0.2999 | 0.3320 | 0.1502 | 0.3274 | 0.0640 | 0.4204 | 0.4118 |
Geology | 0.2129 | 0.1359 | 0.1770 | 0.3120 | 0.3338 | 0.0640 | 0.1696 | 0.1909 |
Land cover | 0.1872 | 0.2319 | 0.0448 | 0.1961 | 0.0486 | 0.1170 | 0.0781 | 0.1086 |
Soil thickness | 0.0525 | 0.0683 | 0.1016 | 0.1340 | 0.1351 | 0.0504 | 0.0461 | 0.1804 |
Distance to streams | 0.0276 | 0.1254 | 0.0942 | 0.1043 | 0.0758 | 0.0640 | 0.0456 | 0.0428 |
Distance to lakes | 0.0276 | 0.0200 | 0.0764 | 0.1035 | 0.0794 | 0.0640 | 0.0456 | 0.0262 |
TWI | 0.2791 | 0.1186 | 0.1740 | n/a | n/a | 0.5764 | 0.1947 | 0.0394 |
AHP aggregated | |||
---|---|---|---|
Inundation | Q1 | Q2 | Q3 |
Slope | 0.0955 | 0.2866 | 0.3336 |
Geology | 0.0650 | 0.1676 | 0.1735 |
Land cover | 0.0501 | 0.1165 | 0.1193 |
Soil thickness | 0.0429 | 0.0740 | 0.0595 |
Distance to streams | 0.2253 | 0.1178 | 0.1325 |
Distance to lakes | 0.2151 | 0.0968 | 0.0901 |
TWI | 0.3062 | 0.1408 | 0.0915 |
Landslide | Q1 | Q2 | Q3 |
---|---|---|---|
Slope | 0.2272 | 0.3412 | 0.3740 |
Geology | 0.2262 | 0.2677 | 0.2823 |
Land cover | 0.0555 | 0.1221 | 0.1213 |
Soil thickness | 0.1112 | 0.0920 | 0.0820 |
Distance to streams | 0.1119 | 0.0529 | 0.0379 |
Distance to lakes | 0.0729 | 0.0470 | 0.0333 |
TWI | 0.1955 | 0.0771 | 0.0691 |
Debris flow | Q1 | Q2 | Q3 |
---|---|---|---|
Slope | 0.1896 | 0.3288 | 0.3953 |
Geology | 0.1649 | 0.2274 | 0.2266 |
Land cover | 0.0751 | 0.1524 | 0.1514 |
Soil thickness | 0.0969 | 0.0909 | 0.0699 |
Distance to streams | 0.0620 | 0.0589 | 0.0425 |
Distance to lakes | 0.0609 | 0.0363 | 0.0269 |
TWI | 0.3506 | 0.1053 | 0.0874 |
Weighting using WLC
Weighting scheme for Weighted linear combination (WLC) in % | ||
---|---|---|
Equal weighting | Factor interaction method (FIM) | |
Slope | 14.29 | 27.27 |
TWI | 14.29 | 9.09 |
Soil thickness | 14.29 | 13.63 |
Distance to streams | 14.29 | 4.54 |
Distance to lakes | 14.29 | 4.54 |
Land cover | 14.29 | 27.27 |
Geology | 14.29 | 13.63 |
Comparison of the Susceptibility Results
Results and Discussion
Decision rule | Inundation | Landslide | Debris flow | |||
---|---|---|---|---|---|---|
General susceptibility (entire study area) | ||||||
Class 1 (%) | Class 2 (%) | Class 1 (%) | Class 2 (%) | Class 1 (%) | Class 2 (%) | |
AHP Q1 (25th percentile) | 23.9 | 76.1 | 38.8 | 61.2 | 40.0 | 60.0 |
AHP Q2 (50th percentile) | 18.7 | 81.3 | 34.1 | 65.9 | 35.0 | 65.0 |
AHP Q3 (75th percentile) | 20.3 | 79.7 | 33.3 | 66.7 | 27.6 | 72.4 |
WLC (Equal weighting) | 13.8 | 86.2 | 34.2 | 65.8 | 34.4 | 65.6 |
WLC (FIM) | 9.5 | 90.5 | 30.5 | 69.5 | 21.0 | 79.0 |
Susceptibility along road object 240 | ||||||
AHP Q1 (25th percentile) | 18.3 | 81.7 | 56.1 | 43.9 | 52.4 | 47.6 |
AHP Q2 (50th percentile) | 12.8 | 87.2 | 51.3 | 48.7 | 53.9 | 46.1 |
AHP Q3 (75th percentile) | 13.9 | 86.1 | 49.2 | 50.8 | 44.5 | 55.5 |
WLC (Equal weighting) | 7.2 | 92.8 | 55.4 | 44.6 | 45.7 | 54.3 |
WLC (FIM) | 6.4 | 93.6 | 51.2 | 48.8 | 39.2 | 60.8 |
Susceptibility along road object 824 | ||||||
AHP Q1 (25th percentile) | 5.0 | 95.0 | 51.7 | 48.3 | 78.1 | 21.9 |
AHP Q2 (50th percentile) | 2.2 | 97.8 | 51.2 | 48.8 | 75.0 | 25.0 |
AHP Q3 (75th percentile) | 3.5 | 96.5 | 50.0 | 50.0 | 74.6 | 25.4 |
WLC (Equal weighting) | 0.5 | 99.5 | 50.3 | 49.7 | 54.4 | 45.6 |
WLC (FIM) | 0.7 | 99.3 | 49.7 | 50.3 | 47.9 | 52.1 |
Susceptibility along road object 62 | ||||||
AHP Q1 (25th percentile) | 13.6 | 86.4 | 45.4 | 54.6 | 88.2 | 11.8 |
AHP Q2 (50th percentile) | 15.4 | 84.6 | 39.5 | 60.5 | 85.8 | 14.2 |
AHP Q3 (75th percentile) | 20.3 | 79.7 | 36.5 | 63.5 | 82.4 | 17.6 |
WLC (Equal weighting) | 2.3 | 97.7 | 45.9 | 54.1 | 75.9 | 24.1 |
WLC (FIM) | 5.6 | 94.4 | 39.6 | 60.4 | 63.7 | 36.3 |
Susceptibility along the failure points | ||||||
AHP Q1 (25th percentile) | 77.1 | 22.9 | 87.2 | 12.8 | 82.8 | 17.2 |
AHP Q2 (50th percentile) | 5.1 | 94.9 | 73.4 | 26.6 | 79.5 | 20.5 |
AHP Q3 (75th percentile) | 5.7 | 94.3 | 71.3 | 28.7 | 73.6 | 26.4 |
WLC (Equal weighting) | 6.8 | 93.2 | 89.7 | 10.3 | 86.5 | 13.5 |
WLC (FIM) | 0.3 | 99.7 | 73.4 | 26.6 | 75.1 | 24.9 |