Research Article
Conditions for Setting Exclusive Pedestrian Phases at Two-Phase Signalized Intersections considering Pedestrian-Vehicle Interaction
Table 10
Parameters in microscopic simulation.
| Parameter category | | Crosswalk SL | Crosswalk R-1 | Crosswalk R-2 |
| Traffic environment parameters | | Cycle length C (s) | Effective green time (s) | | 90 | 42 |
| Arrival rates of pedestrians and vehicles | Case 1 | (veh/h) | 0–1000 | (veh/h) | 0–1000 | (veh/h) | 0–1000 | (ped/h) | 0–1000 | (ped/h) | 0–1000 | (ped/h) | 0–1000 | Case 2 | (veh/h) | 0–1000 | (veh/h) | 0–1000 | (veh/h) | 0–1000 | (ped/h) | 0–1000 | (ped/h) | 0–1000 | (ped/h) | 0–1000 | Case 3 | (veh/h) | 0–1000 | (veh/h) | 0–1000 | (veh/h) | 0–1000 | (ped/h) | 0–1000 | (ped/h) | 0–1000 | (ped/h) | 0–1000 |
| Yielding rates of pedestrians and vehicles | Case 1 | | 0.75 | | 0.75 | | 0.75 | | 0.25 | | 0.25 | | 0.25 | Case 2 | | 0.50 | | 0.50 | | 0.50 | | 0.50 | | 0.50 | | 0.50 | Case 3 | | 0.25 | | 0.25 | | 0.25 | | 0.75 | | 0.75 | | 0.75 |
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