Research Article
Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles
Table 14
Path data of OD pair 2 in equilibrium state.
| Path number | Traffic flow of CAVs (veh/h) | Traffic flow of HDVs-I (veh/h) | Traffic flow of HDVs-II (veh/h) | Total traffic flow (veh/h) | Average travel time (min) |
| 9 | 37 | 0 | 113 | 150 | 39.65 | 10 | 0 | 0 | 9 | 9 | 44.79 | 11 | 430 | 419 | 271 | 1120 | 37.90 | 12 | 0 | 0 | 21 | 21 | 43.04 | 13 | 0 | 0 | 17 | 17 | 43.39 | 14 | 641 | 24 | 234 | 899 | 38.19 |
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