An Improved Critical-Edge Model for Finding Optimal Contraflow Links Considering the Influence of Intersections

Table 2

Capacity of turning directions at intersections.

Intersections	Turning directions	Capacity; /(pcu/h)
4	5-4-9	1800
5	6-5-4	960
	6-5-10	1060
	1-5-4	940
	1-5-10	1130
6	1-6-5	600
	1-6-11	570
	7-6-5	1100
	7-6-11	1220
7	8-7-6	1230
	8-7-12	1350
	3-7-6	1180
	3-7-12	1260
8	3-8-7	560
	3-8-13	680
9	4-9-17	1300
	10-9-17	720
10	5-10-9	1000
	5-10-14	1100
	11-10-9	1200
	11-10-14	960
11	6-11-10	540
	6-11-14	720
	12-11-10	1120
	12-11-14	1200
12	7-12-11	1400
	13-12-11	980
	2-12-11	540
13	8-13-12	1600
	8-13-15	1350
	2-13-12	1050
	2-13-15	1200
14	10-14-16	760
	11-14-16	1500
15	13-15-16	1900
16	14-16-17	1200
	15-16-17	1600