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