Global Optimization for Bus Line Timetable Setting Problem

Table 6

Traffic distribution between stops in time period 𝑇⁽³⁾.

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