Research Article
Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles
Table 11
Normalization of average saturation.
| | | 0 | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 | 1.0 |
| 0 | 0.435 | 0.453 | 0.471 | 0.488 | 0.400 | 0.347 | 0.276 | 0.194 | 0.141 | 0.059 | 0.000 | 0.1 | 0.482 | 0.512 | 0.518 | 0.512 | 0.465 | 0.388 | 0.318 | 0.265 | 0.194 | 0.141 | 0.076 | 0.2 | 0.588 | 0.618 | 0.594 | 0.565 | 0.512 | 0.435 | 0.371 | 0.324 | 0.276 | 0.206 | 0.124 | 0.3 | 0.694 | 0.682 | 0.676 | 0.641 | 0.588 | 0.518 | 0.471 | 0.382 | 0.329 | 0.265 | 0.188 | 0.4 | 0.865 | 0.859 | 0.753 | 0.724 | 0.624 | 0.588 | 0.541 | 0.488 | 0.453 | 0.376 | 0.212 | 0.5 | 0.968 | 0.974 | 0.979 | 0.915 | 1.000 | 0.947 | 0.971 | 0.882 | 0.753 | 0.706 | 0.294 | 0.6 | 0.668 | 0.621 | 0.656 | 0.685 | 0.750 | 0.838 | 0.856 | 0.885 | 0.926 | 0.997 | 0.947 | 0.7 | 0.444 | 0.444 | 0.485 | 0.538 | 0.509 | 0.532 | 0.585 | 0.644 | 0.679 | 0.744 | 0.779 | 0.8 | 0.279 | 0.321 | 0.291 | 0.362 | 0.309 | 0.321 | 0.368 | 0.403 | 0.415 | 0.456 | 0.568 | 0.9 | 0.156 | 0.162 | 0.179 | 0.179 | 0.179 | 0.185 | 0.185 | 0.191 | 0.191 | 0.197 | 0.197 | 1.0 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 | 0.079 |
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