Table 1 Principal Component Analysis (PCA).
RC1 | RC2 | RC3 | RC4 | Uniqueness | |
|---|---|---|---|---|---|
Component Loadings | |||||
precipitation | 0.898 | 0.202 | |||
R_factor | 0.823 | 0.283 | |||
LS_factor | 0.783 | 0.174 | |||
forest_area | − 0.789 | 0.356 | |||
TWI | 0.706 | 0.219 | |||
slope | − 0.661 | 0.191 | |||
road_density | 0.577 | 0.534 | 0.412 | ||
profile_curvature | 0.892 | 0.201 | |||
drainage_density | 0.824 | 0.255 | |||
plan_curvature | 0.843 | 0.264 | |||
lithology | 0.588 | ||||
exposure | 0.635 | ||||
Unrotated solution | Rotated solution | |||||
|---|---|---|---|---|---|---|
Eigenvalue | Proportion var | Cumulative | SumSq. Loadings | Proportion var | Cumulative | |
Component Characteristics | ||||||
Component 1 | 4.208 | 0.351 | 0.351 | 2.916 | 0.243 | 0.243 |
Component 2 | 1.643 | 0.137 | 0.488 | 2.493 | 0.208 | 0.451 |
Component 3 | 1.299 | 0.108 | 0.596 | 1.709 | 0.142 | 0.593 |
Component 4 | 1.068 | 0.089 | 0.685 | 1.099 | 0.092 | 0.685 |