Research Article
Bus Priority Signal Control Considering Delays of Passengers and Pedestrians of Adjacent Intersections
Table 2
Basic parameters of intersections during peak period.
| Intersection | Direction | Vehicle volume (pcu·h−1) | Saturation flow rate (pcu·h−1) | Pedestrian volume (person·h−1) |
| Intersection | East | Straight going | 368 | 2000 | 1152 | Left turn | 92 | 1500 | West | Straight going | 344 | 2000 | 1116 | Left turn | 116 | 1500 | South | Straight going | 640 | 2400 | 1460 | Left turn | 189 | 1500 | North | Straight going | 656 | 2400 | 1480 | Left turn | 177 | 1500 |
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