Research Article
Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles
Table 10
Normalization of average travel time.
| | | 0 | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 | 1.0 |
| 0 | 0.670 | 0.679 | 0.682 | 0.642 | 0.694 | 0.741 | 0.806 | 0.870 | 0.907 | 0.938 | 1.000 | 0.1 | 0.688 | 0.688 | 0.679 | 0.642 | 0.685 | 0.772 | 0.840 | 0.833 | 0.910 | 0.948 | 0.981 | 0.2 | 0.676 | 0.673 | 0.676 | 0.651 | 0.685 | 0.781 | 0.840 | 0.864 | 0.886 | 0.917 | 0.941 | 0.3 | 0.660 | 0.654 | 0.664 | 0.642 | 0.667 | 0.793 | 0.750 | 0.858 | 0.821 | 0.846 | 0.948 | 0.4 | 0.586 | 0.565 | 0.627 | 0.562 | 0.636 | 0.673 | 0.812 | 0.750 | 0.824 | 0.849 | 0.873 | 0.5 | 0.488 | 0.417 | 0.420 | 0.373 | 0.457 | 0.340 | 0.358 | 0.410 | 0.414 | 0.389 | 0.867 | 0.6 | 0.315 | 0.306 | 0.330 | 0.352 | 0.395 | 0.278 | 0.312 | 0.343 | 0.364 | 0.272 | 0.302 | 0.7 | 0.238 | 0.241 | 0.269 | 0.213 | 0.213 | 0.238 | 0.269 | 0.302 | 0.309 | 0.346 | 0.241 | 0.8 | 0.099 | 0.130 | 0.182 | 0.167 | 0.194 | 0.191 | 0.219 | 0.238 | 0.188 | 0.231 | 0.262 | 0.9 | 0.068 | 0.068 | 0.000 | 0.003 | 0.003 | 0.006 | 0.006 | 0.006 | 0.006 | 0.006 | 0.009 | 1.0 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 | 0.034 |
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