Table 1.
Model | AIC | Detour canal (1/0) | Bankside vegetation rate | Water vegetaion rate | Concrete revetment rate | Substrate size (m) | Water velocity (m/s) | Water depth (m) | Elevation (km) | Gradient (‰) |
1 | 131.6 | 3.24*** | 2.24*** | |||||||
2 | 131.6 | 2.96*** | 2.56*** | 2.10 | 14.4 | -0.079 | ||||
3 | 131.9 | 3.27*** | 1.89*** | 0.49 | -0.071 | |||||
4 | 132.0 | 3.17*** | 2.56*** | 9.85 | ||||||
5 | 132.1 | 3.82*** | 3.17*** | 1.09 | 0.52 | |||||
6 | 132.4 | 3.62*** | 2.71** | 0.88 | 0.66 | -0.061 | ||||
7 | 132.5 | 3.43*** | 2.22*** | 0.29 | ||||||
8 | 132.5 | 3.06*** | 2.07*** | -0.043 | ||||||
9 | 132.6 | 3.52*** | 3.70*** | 0.99 | 2.15 | 11.8 | ||||
10 | 132.6 | 3.19*** | 3.24*** | 0.69 | 2.58* | 13.8 | -0.068 |
*P < 0.05, **P < 0.01, ***P < 0.001