Scenario | Case name | Bed friction angle (°) | Velocity 1 (m/s)* | Velocity 2 (m/s)* | Travel time (s)** | ||
---|---|---|---|---|---|---|---|
Highway 292 crossing | Cable car terminal | Yazawa-gawa confluence | |||||
A | A-2ph (mod) | 25 | 13.3 | 3.4 | 83 | 137 | 340 |
A-1ph (max) | 5 | 26.6 | 14.3 | 54 | 84 | 122 | |
B | B-2ph (mod) | 25 | 23.8 | 1.3 | 38 | 64 | 270 |
B-1ph (max) | 8 | 28.3 | 1.6 | 34 | 59 | 186 | |
C | C-2ph (mod) | 25 | 31.6 | 1.9 | 36 | 65 | 250 |
C-1ph (max) | 8 | 29.7 | 2.0 | 37 | 65 | 250 |