An Enhanced Dynamic User Optimal Passenger Flow Assignment Model for Metro Networks

Table 1

The travel time of each link without overload delays (min).

Directed link	Travel time	Directed link	Travel time	Directed link	Travel time
11-12	5	12-13	5	13-14	5
12-11	5	13-12	5	14-13	5
14-15	5	15-16	6	16-17	4
15-14	5	16-15	6	17-16	4
43-21	5	21-22	5	22-23	6
21-43	5	22-21	5	23-22	6
23-24	4	24-25	4	25-26	6
24-23	4	25-24	4	26-25	6
26-27	3	27-28	5	28-29	5
27-26	3	28-27	5	29-28	5
29-41	4	41-42	5	42-43	4
41-29	4	42-41	5	43-42	4
31-32	5	32-33	6	33-34	5
32-31	5	33-32	6	34-33	5
34-35	5	21-12	5	32-25	4
35-34	5	12-21	5	25-32	4
33-15	3	34-29	3	16-27	3
15-33	3	29-34	3	27-16	3