Research Article
Conditions for Setting Exclusive Pedestrian Phases at Two-Phase Signalized Intersections considering Pedestrian-Vehicle Interaction
Table 7
Parameter setting table of simulation.
| | Parameters | Straight-left lane | Right-turn lane |
| | Vehicle yielding rate | 99% | 99% | | Lane width (m) | 3 | 3 | | Gradient (degree) | 0 | 0 | | Base saturation flow (pcu/h) | 1800 | 1500 | | Cycle length C (s) | 90 | 90 | | Effective green time (s) | 42 | 42 | | Correction parameter of signal linkage PF | 1.0 | 1.0 | | Incremental delay correction of actuated control K | 0.5 | 0.5 | | Correction of upstream signal delay I | 1.0 | 1.0 | | Average car load factor (ped/pcu) | 1.5 | 1.5 | | Average bus load factor (ped/pcu) | 25 | 25 | | Proportion of buses | 7% | 7% | | Ratio of turning traffic | 60% | 60% | | The length of EPP (s) | 26 | 26 | | Observation time T (h) | 1 | 1 |
|
|
