Research Article
Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles
Table 8
Average saturation under different market penetration.
| | | 0 | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 | 1.0 |
| 0 | 0.475 | 0.478 | 0.481 | 0.484 | 0.469 | 0.460 | 0.448 | 0.434 | 0.425 | 0.411 | 0.401 | 0.1 | 0.483 | 0.488 | 0.489 | 0.488 | 0.480 | 0.467 | 0.455 | 0.446 | 0.434 | 0.425 | 0.414 | 0.2 | 0.501 | 0.506 | 0.502 | 0.497 | 0.488 | 0.475 | 0.464 | 0.456 | 0.448 | 0.436 | 0.422 | 0.3 | 0.519 | 0.517 | 0.516 | 0.510 | 0.501 | 0.489 | 0.481 | 0.466 | 0.457 | 0.446 | 0.433 | 0.4 | 0.548 | 0.547 | 0.529 | 0.524 | 0.507 | 0.501 | 0.493 | 0.484 | 0.478 | 0.465 | 0.437 | 0.5 | 0.583 | 0.582 | 0.581 | 0.592 | 0.571 | 0.562 | 0.566 | 0.551 | 0.529 | 0.521 | 0.451 | 0.6 | 0.634 | 0.642 | 0.636 | 0.631 | 0.620 | 0.605 | 0.602 | 0.597 | 0.590 | 0.578 | 0.562 | 0.7 | 0.672 | 0.672 | 0.665 | 0.656 | 0.661 | 0.657 | 0.648 | 0.638 | 0.632 | 0.621 | 0.615 | 0.8 | 0.700 | 0.693 | 0.698 | 0.686 | 0.695 | 0.693 | 0.685 | 0.679 | 0.677 | 0.670 | 0.651 | 0.9 | 0.721 | 0.720 | 0.717 | 0.717 | 0.717 | 0.716 | 0.716 | 0.715 | 0.715 | 0.714 | 0.714 | 1.0 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 | 0.734 |
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