Research Article
Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles
Table 9
Normalization of road network reserve capacity.
| | | 0 | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 | 1.0 |
| 0 | 0.070 | 0.073 | 0.076 | 0.079 | 0.065 | 0.057 | 0.045 | 0.032 | 0.023 | 0.012 | 0.000 | 0.1 | 0.102 | 0.107 | 0.107 | 0.106 | 0.098 | 0.086 | 0.075 | 0.065 | 0.056 | 0.046 | 0.037 | 0.2 | 0.147 | 0.152 | 0.147 | 0.141 | 0.131 | 0.121 | 0.110 | 0.103 | 0.097 | 0.084 | 0.076 | 0.3 | 0.197 | 0.192 | 0.192 | 0.182 | 0.173 | 0.165 | 0.155 | 0.144 | 0.134 | 0.126 | 0.115 | 0.4 | 0.287 | 0.287 | 0.267 | 0.262 | 0.240 | 0.219 | 0.206 | 0.198 | 0.192 | 0.184 | 0.176 | 0.5 | 0.376 | 0.377 | 0.379 | 0.395 | 0.371 | 0.368 | 0.376 | 0.361 | 0.339 | 0.338 | 0.245 | 0.6 | 0.491 | 0.502 | 0.496 | 0.490 | 0.477 | 0.468 | 0.466 | 0.463 | 0.458 | 0.449 | 0.450 | 0.7 | 0.601 | 0.601 | 0.592 | 0.583 | 0.592 | 0.589 | 0.578 | 0.567 | 0.563 | 0.554 | 0.564 | 0.8 | 0.732 | 0.721 | 0.713 | 0.710 | 0.714 | 0.713 | 0.704 | 0.697 | 0.688 | 0.688 | 0.677 | 0.9 | 0.858 | 0.858 | 0.857 | 0.857 | 0.857 | 0.857 | 0.857 | 0.857 | 0.857 | 0.857 | 0.857 | 1.0 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 |
|
|