Analysis of Urban Rail Transit Station Planning Combining Simulated Annealing Algorithm

Table 1

0-D passenger flow (unit: persons/unit time).

0	D													Number of people on the bus
	1	2	3	4	5	6	7	8	9	10	11	12	13
1	0	200	300	350	90	510	50	100	50	100	40	50	30	1870
2	0	0	400	300	80	510	200	300	50	230	50	300	90	2510
3	0	0	0	150	30	50	50	160	270	0	70	90	60	930
4	0	0	0	0	0	0	30	50	130	40	60	50	250	610
5	0	0	0	0	0	0	50	30	70	170	60	200	60	640
6	0	0	0	0	0	0	600	40	200	70	0	60	40	1010
7	0	0	0	0	0	0	0	70	40	210	60	100	30	510
8	0	0	0	0	0	0	0	0	400	100	80	20	50	650
9	0	0	0	0	0	0	0	0	0	50	70	20	40	180
10	0	0	0	0	0	0	0	0	0	0	50	60	110	220
11	0	0	0	0	0	0	0	0	0	0	0	180	160	340
12	0	0	0	0	0	0	0	0	0	0	0	0	70	70
13	0	0	0	0	0	0	0	0	0	0	0	0	10	10
Number of people who get off the train	0	150	300	600	230	1420	980	750	1210	970	540	1130	880	9160

In this study, only the one-way stop scheme of the train is discussed. Hence, the triangle value in the 0-D table is set to 0.