Research Article
Cooperative U-Turn Merging Behaviors and Their Impacts on Road Traffic in CVIS Environment
Table 1
Trajectories of vehicles in cooperative control.
| Time (s) | Distance to merging point S2 (m) | Headway (m) | A1 | A2 | B1 | B2 | C1 | L1 | L2 |
| 67 | 176.25 | 198.75 | 168.75 | 183.75 | −153.75 | 22.5 | 15 | 68 | 153.75 | 180 | 153.75 | 168.75 | −138.75 | 26.25 | 15 | 69 | 135 | 161.25 | 138.75 | 153.75 | −120 | 26.25 | 15 | 70 | 120 | 146.25 | 120 | 172.5 | −105 | 26.25 | 52.5 | 71 | 105 | 131.25 | 101.25 | 120 | −90 | 26.25 | 18.75 | 72 | 86.25 | 116.25 | 82.5 | 101.25 | −75 | 30 | 18.75 | 73 | 67.5 | 97.5 | 63.75 | 86.25 | −56.25 | 30 | 22.5 | 74 | 48.75 | 82.5 | 45 | 67.5 | −45 | 33.75 | 22.5 | 75 | 30 | 67.5 | 26.25 | 56.25 | −33.75 | 37.5 | 30 | 76 | 15 | 52.5 | 11.25 | 41.25 | −18.75 | 37.5 | 30 | 77 | 0 | 37.5 | −7.5 | 22.5 | 0 | 37.5 | 30 |
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