Bus Priority Signal Control Considering Delays of Passengers and Pedestrians of Adjacent Intersections

Table 3

Basic parameters of intersections during nonpeak period.

Intersection	Direction		Vehicle Volume (pcu·h^−1)	Saturation flow rate (pcu·h^−1)	Pedestrian volume (person·h^−1)
Intersection	East	Straight going	276	2000	683
		Left turn	65	1500
	West	Straight going	248	2000	688
		Left turn	80	1500
	South	Straight going	460	2400	810
		Left turn	150	1500
	North	Straight going	478	2400	821
		Left turn	128	1500