Table 2 Analysis of factor covariance in debris flow watersheds.
Factors | TOL | VIF |
---|---|---|
Watershed area | 0.516 | 1.940 |
Gully density | 0.786 | 1.272 |
Roundness | 0.608 | 1.644 |
Melton ratio | 0.481 | 2.077 |
Rock mass | 0.885 | 1.130 |
Distance from road | 0.567 | 1.765 |
Distance from fault | 0.646 | 1.547 |
Slope aspect | 0.880 | 1.136 |
NDVI | 0.659 | 1.518 |
SPI | 0.507 | 1.971 |
TWI | 0.666 | 1.503 |
Rainfall | 0.811 | 1.233 |
Land use type | 0.320 | 3.123 |
Curvature | 0.304 | 3.290 |