Research Article
Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles
Table 7
Average travel time under different market penetration (min).
| | | 0 | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 | 1.0 |
| 0 | 36.61 | 36.58 | 36.57 | 36.70 | 36.53 | 36.38 | 36.17 | 35.96 | 35.84 | 35.74 | 35.54 | 0.1 | 36.55 | 36.55 | 36.58 | 36.70 | 36.56 | 36.28 | 36.06 | 36.08 | 35.83 | 35.71 | 35.60 | 0.2 | 36.59 | 36.60 | 36.59 | 36.67 | 36.56 | 36.25 | 36.06 | 35.98 | 35.91 | 35.81 | 35.73 | 0.3 | 36.64 | 36.66 | 36.63 | 36.70 | 36.62 | 36.21 | 36.35 | 36.00 | 36.12 | 36.04 | 35.71 | 0.4 | 36.88 | 36.95 | 36.75 | 36.96 | 36.72 | 36.60 | 36.15 | 36.35 | 36.11 | 36.03 | 35.95 | 0.5 | 37.20 | 37.43 | 37.42 | 37.57 | 37.30 | 37.68 | 37.62 | 37.45 | 37.44 | 37.52 | 35.97 | 0.6 | 37.76 | 37.79 | 37.71 | 37.64 | 37.50 | 37.88 | 37.77 | 37.67 | 37.60 | 37.90 | 37.80 | 0.7 | 38.01 | 38.00 | 37.91 | 38.09 | 38.09 | 38.01 | 37.91 | 37.80 | 37.78 | 37.66 | 38.00 | 0.8 | 38.46 | 38.36 | 38.19 | 38.24 | 38.15 | 38.16 | 38.07 | 38.01 | 38.17 | 38.03 | 37.93 | 0.9 | 38.56 | 38.56 | 38.78 | 38.77 | 38.77 | 38.76 | 38.76 | 38.76 | 38.76 | 38.76 | 38.75 | 1.0 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 | 38.67 |
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