An Improved NSGA-II Algorithm for Transit Network Design and Frequency Setting Problem

Table 7

Detailed results of the lines for the boundary solution A.

Line label	Node sequence	Fleet	Headway (min)	Maximum load factor	Minimum load factor
1	2-20-40-16-37-10	29	3	0.83	0.21
2	25-33-15-24-31-9-50	38	3	0.93	0.06
3	46-27-5-29-12	8	7	1.00	0.21
4	48-42-41-21-3-2-19-47-13-6-18-44-8	27	6	0.90	0.15
5	7-48-43-22-42-41-21-3-2-19-47-13-6-18-44-8	46	5	0.95	0.03
6	42-41-45-20-21-3-2-19-47-13-6-18-44-8	18	11	1.00	0.02
7	33-34-37-10-11-38	18	4	0.95	0.53
8	35-36-15-17-30-26-28-23	20	4	0.89	0.14
9	28-23-14-32-4-29-9-31-24	23	5	0.93	0.09
10	42-41-45-39-16-40-19-49-1	27	5	0.99	0.09