Figure 1.
Study areas. (a) Location of the Obara district in Japan and Toyota City, black and red boxes, respectively. (b) Shallow landslides in the Obara district from the Google World Map. (c) Location of the Shobara district in Japan and Shobara City, black and red boxes, respectively. (d) Shallow landslides in the Shobara district from the Google World Map.
Figure 1.
Study areas. (a) Location of the Obara district in Japan and Toyota City, black and red boxes, respectively. (b) Shallow landslides in the Obara district from the Google World Map. (c) Location of the Shobara district in Japan and Shobara City, black and red boxes, respectively. (d) Shallow landslides in the Shobara district from the Google World Map.
Figure 2.
Extracted damaged areas distribution maps of the Obara (a) and Shobara (b) districts. The base map was referenced from the Google World Map.
Figure 2.
Extracted damaged areas distribution maps of the Obara (a) and Shobara (b) districts. The base map was referenced from the Google World Map.
Figure 3.
Frequency distribution of (a) elevation, (b) slope gradient, (c) aspect, (d) horizontal curvature, (e) maximal curvature, and (f) vertical curvature in damaged areas as calculated from the SRTM 30 m DEM.
Figure 3.
Frequency distribution of (a) elevation, (b) slope gradient, (c) aspect, (d) horizontal curvature, (e) maximal curvature, and (f) vertical curvature in damaged areas as calculated from the SRTM 30 m DEM.
Figure 4.
NDVI (in yellow) and EVI (in green) temporal fluctuations for landslide-affected regions. (a) Yearly average values of NDVI and EVI in Obara from 1985 to 2011; (b) monthly average values of NDVI and EVI in Obara from December 1984 to May 2012; (c) yearly average values of NDVI and EVI in Shobara from 2000 to 2020, and (d) monthly average values of NDVI and EVI in Shobara from October 1999 to September 2021. The gray line in (c,d) represents the landslide event triggered by heavy rainfall in July 2010 in Shobara.
Figure 4.
NDVI (in yellow) and EVI (in green) temporal fluctuations for landslide-affected regions. (a) Yearly average values of NDVI and EVI in Obara from 1985 to 2011; (b) monthly average values of NDVI and EVI in Obara from December 1984 to May 2012; (c) yearly average values of NDVI and EVI in Shobara from 2000 to 2020, and (d) monthly average values of NDVI and EVI in Shobara from October 1999 to September 2021. The gray line in (c,d) represents the landslide event triggered by heavy rainfall in July 2010 in Shobara.
Figure 5.
Photographs showing vegetation recovery at the same damaged region (black box in (a)) in the Obara district after the 1972 landslide; (b) 1972, (c) 1974, (d) 1977, (e) 1982, (f) 1988.
Figure 5.
Photographs showing vegetation recovery at the same damaged region (black box in (a)) in the Obara district after the 1972 landslide; (b) 1972, (c) 1974, (d) 1977, (e) 1982, (f) 1988.
Figure 6.
Impact of environmental factors on NDVI and EVI time series trends in the Obara and Shobara districts. (a,b) show the NDVI and EVI responses in Obara, respectively; (c,d) show the NDVI and EVI responses in Shobara, respectively. The green dotted line indicates neutral conditions. The blue and purple solid lines indicate positive and negative conditions, respectively. The gray line in panels (c,d) represents the occurrence of landslides triggered by heavy rainfall in July 2010 in Shobara.
Figure 6.
Impact of environmental factors on NDVI and EVI time series trends in the Obara and Shobara districts. (a,b) show the NDVI and EVI responses in Obara, respectively; (c,d) show the NDVI and EVI responses in Shobara, respectively. The green dotted line indicates neutral conditions. The blue and purple solid lines indicate positive and negative conditions, respectively. The gray line in panels (c,d) represents the occurrence of landslides triggered by heavy rainfall in July 2010 in Shobara.
Figure 7.
Comparison between the modeled and observed values of the test datasets for each model in Obara under different environmental factor conditions: (a) NDVI with neutral conditions, (b) NDVI with positive conditions, (c) NDVI with negative conditions, (d) EVI with neutral conditions, (e) EVI with positive conditions, and (f) EVI with negative conditions. The orange line represents the modeled values, while the blue line represents the observed values. The 99% confidence intervals of the modeled values are depicted as the gray area.
Figure 7.
Comparison between the modeled and observed values of the test datasets for each model in Obara under different environmental factor conditions: (a) NDVI with neutral conditions, (b) NDVI with positive conditions, (c) NDVI with negative conditions, (d) EVI with neutral conditions, (e) EVI with positive conditions, and (f) EVI with negative conditions. The orange line represents the modeled values, while the blue line represents the observed values. The 99% confidence intervals of the modeled values are depicted as the gray area.
Figure 8.
Comparison between the modeled and observed values of the test datasets for each model in Shobara under different environmental factor conditions: (a) NDVI with neutral conditions, (b) NDVI with positive conditions, (c) NDVI with negative conditions, (d) EVI with neutral conditions, (e) EVI with positive conditions, and (f) EVI with negative conditions. The orange line represents the modeled values, while the blue line represents the observed values. The 99% confidence intervals of the modeled values are depicted as the gray area.
Figure 8.
Comparison between the modeled and observed values of the test datasets for each model in Shobara under different environmental factor conditions: (a) NDVI with neutral conditions, (b) NDVI with positive conditions, (c) NDVI with negative conditions, (d) EVI with neutral conditions, (e) EVI with positive conditions, and (f) EVI with negative conditions. The orange line represents the modeled values, while the blue line represents the observed values. The 99% confidence intervals of the modeled values are depicted as the gray area.
Table 1.
Summary of topographic variables used for statistical analysis. The value ranges are those of data from the sources mentioned above.
Table 1.
Summary of topographic variables used for statistical analysis. The value ranges are those of data from the sources mentioned above.
Topographic Variables | Unit | Description | Value Range |
---|
Obara | Shobara |
---|
Elevation (E) | m | Height of terrain above sea level | 0–330 | 90–500 |
Slope gradient (S) | degrees | Slope gradient | 0–80 | 0–80 |
Aspect (A) | degrees | Compass direction | 0–360 | 0–360 |
Horizontal curvature (HC) | m | Curvature tangent to the contour line | −0.1–0.2 | −0.1–0.2 |
Vertical curvature (VC) | m | Curvature tangent to the slope line | −0.01–0.04 | −0.1–0.1 |
Maximal curvature (MC) | m | Highest values of curvature | −0.01–0.2 | −0.01–0.3 |
Table 2.
Summary of environmental variables’ categories used for statistical analysis.
Table 2.
Summary of environmental variables’ categories used for statistical analysis.
Topographic Variables | | Categories |
---|
Obara | Shobara | |
E (m) | | |
0–80 | 90–190 | Lower level |
80–160 | 190–290 | Lower-middle level |
160–240 | 290–390 | Upper-middle level |
240–330 | 390–500 | Upper level |
S (degrees) | | |
0–20 | 0–20 | Gentler slopes |
20–40 | 20–40 | Gentler-moderate slopes |
40–60 | 40–60 | Steeper-moderate slopes |
60–80 | 60–80 | Steeper slopes |
A (degrees) | | |
0–45 | 0–45 | N |
45–90 | 45–90 | NE |
90–135 | 90–135 | E |
135–180 | 135–180 | SE |
180–225 | 180–225 | S |
225–270 | 225–270 | SW |
270–315 | 270–315 | W |
315–360 | 315–360 | NW |
HC (m) | | |
−0.1–0 | −0.1–0 | Convergent terrain |
0–0.1 | 0–0.1 | Slightly divergent terrain |
0.1–0.2 | 0.1–0.2 | Divergent terrain |
VC (m) | | |
−0.01–0 | −0.1–0 | Concave terrain |
0–0.02 | 0–0.02 | Slightly convex terrain |
0.02–0.04 | 0.02–0.1 | Convex terrain |
MC (m) | | |
−0.01–0 | −0.01–0 | Convergent and concave terrain |
0–0.1 | 0–0.1 | Slightly divergent and convex terrain |
0.1–0.2 | 0.1–0.3 | Divergent and convex terrain |
G | | |
CG | RL | - |
MG | AS | - |
Table 3.
Threshold values of and and the corresponding frequency distribution in the Obara district and the Shobara district. “Poor” to “Excellent” categories indicate increasing positive changes in vegetation index values. “Very poor” means a negative change in the vegetation index value.
Table 3.
Threshold values of and and the corresponding frequency distribution in the Obara district and the Shobara district. “Poor” to “Excellent” categories indicate increasing positive changes in vegetation index values. “Very poor” means a negative change in the vegetation index value.
Category | Obara | | | Shobara | | |
---|
| and | | | and | | |
Excellent | >0.3 | 33.8 | 5.1 | >0.2 | 18.6 | 1.9 |
Very good | 0.2–0.3 | 28.1 | 6.9 | 0.1–0.2 | 39.4 | 12.2 |
Good | 0.1–0.2 | 21.3 | 37.8 | 0.05–0.1 | 22.9 | 19.9 |
Poor | 0–0.1 | 16.4 | 31.8 | 0–0.05 | 19.1 | 29.3 |
Very poor | <0 | 0.4 | 18.4 | <0 | 0 | 36.7 |
Table 4.
Statistical analysis results of one-way ANOVA.
Table 4.
Statistical analysis results of one-way ANOVA.
Variable | Obara | | Shobara | |
---|
| | | | |
E | 0.18 | 0.05 | 0.02 | 0.06 |
S | 0.02 | 0.03 | 0.02 | 0.02 |
A | 0.03 | 0.02 | 0.01 * | 0.009 * |
HC | 0.002 * | 0.06 | 0.07 | 0.19 |
VC | 0.049 | 0.003 * | 0.085 | 0.271 |
MC | 0.05 | 0.003 * | 0.044 | 0.128 |
G | 0.005 * | 0.02 | 0.07 | 0.14 |
Table 5.
Statistical analysis results of two-way ANOVA.
Table 5.
Statistical analysis results of two-way ANOVA.
Variable1 | Variable2 | Obara | | Shobara | |
---|
| | | | | |
E | S | 0.1 | 0.1 | 0.139 | 0.1 |
A | 0.001 * | 0.006 * | 0.028 | 0.559 |
HC | 0.089 | 0.017 | 0.084 | 0.076 |
VC | 0.001 * | 0.001 * | 0.075 | 0.001 * |
MC | 0.045 | 0.001 * | 0.01 * | 0.071 |
G | 0.023 | 0.2 | 0.078 | 0.34 |
S | A | 0.001 * | 0.1 | 0.01 * | 0.006 * |
HC | 0.081 | 0.001 * | 0.103 | 0.766 |
VC | 0.104 | 0.301 | 0.01 * | 0.001 * |
MC | 0.503 | 0.143 | 0.023 | 0.607 |
G | 0.100 | 0.100 | 0.56 | 0.67 |
A | HC | 0.309 | 0.592 | 0.305 | 0.107 |
VC | 0.11 | 0.022 | 0.337 | 0.09 |
MC | 0.001 * | 0.001 * | 0.003 * | 0.640 |
G | 0.02 | 0.05 | 0.56 | 0.41 |
HC | VC | 0.488 | 0.107 | 0.65 | 0.572 |
MC | 0.100 | 0.200 | 0.01 * | 0.021 |
G | 0.146 | 0.166 | 0.27 | 0.34 |
VC | MC | 0.002 * | 0.236 | 0.2 | 0.276 |
G | 0.2 | 0.14 | 0.1 | 0.1 |
MC | G | 0.18 | 0.20 | 0.5 | 0.67 |
Table 6.
Statistical analysis results of three-way ANOVA.
Table 6.
Statistical analysis results of three-way ANOVA.
Variable1 | Variable2 | Variable3 | Obara | | Shobara | |
---|
| | | | | | |
E | S | A | 0.005 * | 0.001 * | 0.001 * | 0.005 * |
HC | 0.01 * | 0.001 * | 0.007 * | 0.057 |
VC | 0.01 * | 0.001 * | 0.068 | 0.018 |
MC | 0.001 * | 0.001 * | 0.685 | 0.117 |
G | 0.278 | 0.346 | 0.510 | 0.690 |
S | A | HC | 0.01 * | 0.003 * | 0.019 | 0.02 |
VC | 0.007 * | 0.001 * | 0.004 * | 0.002 |
MC | 0.001 * | 0.001 * | 0.009 * | 0.326 |
G | 0.402 | 0.153 | 0.013 | 0.307 |
A | HC | VC | 0.002 * | 0.003 * | 0.313 | 0.025 |
MC | 0.001 * | 0.001 * | 0.718 | 0.654 |
G | 0.02 | 0.05 | 0.56 | 0.41 |
HC | VC | MC | 0.01 * | 0.01 * | 0.001 * | 0.029 |
G | 0.12 | 0.24 | 0.267 | 0.646 |
VC | MC | E | 0.01 * | 0.001 * | 0.966 | 0.803 |
G | 0.584 | 0.301 | 0.560 | 0.170 |
MC | G | E | 0.100 | 0.200 | 0.02 | 0.021 |
Table 7.
Summary of environmental variables’ significantly different group(s) derived from Tukey HSD analysis. The corresponding effects, derived from Spearman’s correlation coefficient, are listed in the right column for each group. A negative effect is denoted by ‘−’, a positive effect by ‘+’, and empty spaces indicate variables that did not yield significantly different groups or distinct effects.
Table 7.
Summary of environmental variables’ significantly different group(s) derived from Tukey HSD analysis. The corresponding effects, derived from Spearman’s correlation coefficient, are listed in the right column for each group. A negative effect is denoted by ‘−’, a positive effect by ‘+’, and empty spaces indicate variables that did not yield significantly different groups or distinct effects.
Variables | Obara | | | | Shobara | | | |
---|
| NDVI | | EVI | | NDVI | | EVI | |
E (m) | 80–160, 240–330 | − | 80–160, 160–240 | − | 190–290, 290–390 | − | 120–250, 250–300 | − |
| | | 0–80 | + | | | | |
S (degrees) | 0–20 | + | 0–20, 20–40 | + | 0–20 | + | 0–20 | + |
| 60–80 | − | | | 60–80 | − | | |
A (degrees) | | | 0–45 | + | 315–360 | + | 270–315 | + |
| | | 135–180 | − | | | | |
VC (m) | | | −0.01–0 | + | | | | |
HC (m) | 0–0.1 | − | 0–0.1 | − | −0.1–0 | − | | |
MC (m) | −0.01–0 | + | −0.01–0 | + | | | | |
G | | | | | | | | |
Table 8.
Optimal order combination of the SARIMA model and the corresponding performance indices for each environmental condition in the Obara and Shobara districts. The subscript number in the Order line indicates a seasonal period S in Equation (5).
Table 8.
Optimal order combination of the SARIMA model and the corresponding performance indices for each environmental condition in the Obara and Shobara districts. The subscript number in the Order line indicates a seasonal period S in Equation (5).
| NDVI | | | EVI | | |
---|
| Neutral | Positive | Negative | Neutral | Positive | Negative |
Obara | | | | | | |
Order | (1,1,0) (0,0,0)12 | (1,1,0) (0,0,0)12 | (1,1,0) (0,0,0)12 | (1,1,0) (0,0,0)12 | (1,1,0) (0,0,0)12 | (1,1,0) (0,0,0)12 |
Train, Test | (238, 80) | (238, 80) | (238, 80) | (238, 80) | (238, 80) | (238, 80) |
MAPE (%) | 0.90 | 0.65 | 0.63 | 1.10 | 0.97 | 1.12 |
RMSE | 0.0095 | 0.0070 | 0.0070 | 0.0114 | 0.0125 | 0.0118 |
R2 | 0.9738 | 0.9867 | 0.9872 | 0.9615 | 0.9650 | 0.9614 |
Shobara | | | | | | |
Order | (1,0,1) (1,0,1)12 | (2,1,1) (1,0,1)12 | (2,1,1) (1,0,1)12 | (1,0,1) (1,0,1)12 | (2,1,1) (1,0,1)12 | (1,0,1) (1,0,1)12 |
Train, Test | (155, 97) | (155, 97) | (155, 97) | (155, 97) | (155, 97) | (155, 97) |
MAPE (%) | 0.62 | 0.77 | 0.74 | 0.56 | 0.57 | 0.35 |
RMSE | 0.0061 | 0.0080 | 0.0071 | 0.0068 | 0.0068 | 0.0041 |
R2 | 0.9739 | 0.9584 | 0.9600 | 0.9677 | 0.9678 | 0.9865 |