Table 2 Selected parameters for the calibration of the empirical model through MPM simulations
From: Empirical formulation for debris flow impact and energy release
| Â | Flow type landslide | Barrier | |||
|---|---|---|---|---|---|
ID | n ( −) | h (m) | V1 (m3/m) | ν1,0 (m/s) | β (°) |
1 | 0.5 | 3 | 45 (i = 3) | 10 | 60 |
1b | 0.3 | 3 | 45 (i = 3) | 10 | 60 |
2 | 0.5 | 3 | 45 (i = 3) | 20 | 60 |
3 | 0.5 | 3 | 45 (i = 3) | 10 | 90 |
6 | 0.5 | 3 | 45 (i = 3) | 15 | 60 |
7 | 0.5 | 3 | 63 (i = 5) | 10 | 60 |
8 | 0.5 | 3 | 45 (i = 3) | 10 | 80 |
9 | 0.5 | 4 | 48 (i = 1) | 10 | 60 |