Global Optimization for Bus Line Timetable Setting Problem

Table 5

Traffic distribution between stops in time period 𝑇⁽²⁾.

𝑇^(2)	𝑂	𝐷
		1	2	3	4	5	6	7	8	9	10	11	12	13	14	15	16
8:00~9:00	1	0	0	2	3	4	5	4	5	8	6	4	5	8	5	8	6
8:00 + 𝑡1,2~9:00 + 𝑡1,2	2		0	0	2	3	2	5	4	4	5	6	5	6	5	8	3
8:00 + 𝑡1,3~9:00 + 𝑡1,3	3			0	0	2	3	8	6	6	5	4	4	5	5	5	8
8:00 + 𝑡1,4~9:00 + 𝑡1,4	4				0	0	3	4	5	2	4	8	6	5	8	6	5
8:00 + 𝑡1,5~9:00 + 𝑡1,5	5					0	2	2	2	5	3	4	10	6	6	7	5
8:00 + 𝑡1,6~9:00 + 𝑡1,6	6						0	0	2	2	2	4	2	5	5	6	6
8:00 + 𝑡1,7~9:00 + 𝑡1,7	7							0	0	0	2	2	6	4	3	9	2
8:00 + 𝑡1,8~9:00 + 𝑡1,8	8								0	0	0	2	3	4	3	4	6
8:00 + 𝑡1,9~9:00 + 𝑡1,9	9									0	0	4	5	4	2	8	5
8:00 + 𝑡1,10~9:00 + 𝑡1,10	10										0	0	2	3	2	8	5
8:00 + 𝑡1,11~9:00 + 𝑡1,11	11											0	0	2	4	6	5
8:00 + 𝑡1,12~9:00 + 𝑡1,12	12												0	0	2	4	5
8:00 + 𝑡1,13~9:00 + 𝑡1,13	13													0	0	4	2
8:00 + 𝑡1,14~9:00 + 𝑡1,14	14														0	0	4
8:00 + 𝑡1,15~9:00 + 𝑡1,15	15															0	1
8:00 + 𝑡1,16~9:00 + 𝑡1,16	16																0