Research Article
Eco-Speed Harmonization with Partially Connected and Automated Traffic at an Isolated Intersection
| | Parameter | Value |
| | Length of the segment under control (m) | 500 | | Distance from loop detector to stop line | 600 | | Simulation duration (s) | 1200 | | The update time interval of signal control (s) | 3 | | Duration of initial red light (s) | 30 | | Duration of initial green light (s) | 30 | | Duration of yellow light (s) | 3 | | Minimum green time interval (s) | 15 | | Maximum green time interval (s) | 45 | | Saturation flow rate (veh/h) | 1440 | | Maximum acceleration () | 3.5 | | Minimum acceleration () | −4 | | Safe time headway (s) | 1.6 | | Reaction time (s) | 0.5 | | Free-flow speed (km/h) | 40 | | Jam distance (m) | 5 | | The average length of vehicles (m) | 4.5 | | The update time interval of CAVs’ control | 1 | | The gradient of the road segment | 0 | | Safe following distance (m) | 1.2 |
|
|
