Research Article
Impact of Automated Truck Platooning on the Performance of Freeway Mixed Traffic Flow
Table 3
Platooning implementation parameters [
30].
| Division | Code | VISSIM default | Automated vehicle (SAE level 4) |
| Spacing | Standstill distance (CC0) | 1.50 m | 0.5 m | Headway time (CC1) | 0.90 s | 0.6 s | Following variation (CC2) | 4.00 m | 0 m |
| Speed | Threshold for entering following (CC3) | −8.00 s | 0 s | Negative following threshold (CC4) | 0.41 km/h | 0 km/h | Positive following threshold (CC5) | 0.41 km/h | 0 km/h |
| Acceleration | Speed dependency of oscillation (CC6) | 11.44 | 0 | Oscillation acceleration (CC7) | 0.25 m/s2 | 0.4 m/s2 | Standstill acceleration (CC8) | 3.50 m/s2 | 3.8 m/s2 |
| Lane change | Min. headway | 0.5 m | 0.2 m | Safety distance reduction factor | 0.6 | 0.3 |
| Priority rule | Min. time gap | 3 s | 2.4 s | Min. headway | 5 m | 3.5 m |
| Others | Acceleration with 80 km/h (CC9) | 1.50 m/s2 | 1.8 m/s2 | Look-ahead distance observed vehicles | 2 vehicles | 10 vehicles | Smooth closeup behavior | No | Yes |
|
|