Research on Coordinated Passenger Inflow Control for the Urban Rail Transit Network Based on the Station-to-Line Spatial-Temporal Relationship

Table 7

Comparison between the actual and coordinated control strategies for Line 5.

Station	Time period								Inbound demand	Actual delay rate	Optimized delay rate
	1	2	3	4	5	6	7	8
TIANTONGYUAN north	3040	3261	3410	3509	3479	3282	3092	2320	42317	0.38	0.4
	−126	−136	−142	−146	−144	−137	−128	−96
TIANTONGYUAN	2643	3191	3559	3575	3535	3527	3233	2831	43485	0.37	0.4
	−110	−132	−148	−149	−147	−147	−134	−118
TIANTONGYUAN south	744	1005	1282	1413	1461	1362	1245	921	15324	0.38	0.38
	−31	−42	−53	−58	−61	−56	142	15
LISHUIQIAO	1179	1598	2201	2680	3000	2646	2276	2907	28870	0.30	0.36
	−131	−177	−244	−297	−333	−293	−252
LISHUIQIAO south	792	887	1048	1026	1197	947	863	1233	12222	0.28	0.35
	−88	−98	−116	−113	−133	−105	−102
BEIYUANLU north	576	851	779	798	865	612	673	451	8912	0.33	0.37
	−24	194	−32	−33	−159	−141	−101	−87
DATUNLU east	432	601	747	684	801	727	819	714	6673	0.14	0.17
	−32	−12	−121	−104	−87	110
HUIBEI	686	897	658	623	621	702	890	915	8021	0.33	0.25
HUINAN	600	849	852	893	983	778	1185	1011	9406	0.33	0.24
DONGDAN	153	185	257	312	298	309	407	391	2312	0.23	0
CIQIKOU	335	388	484	536	445	448	421	400	3457	0.29	0
TIANTANDONGMEN	522	693	876	1065	986	933	750	606	6431	0.33	0
PUHAUNGYU	1139	1365	1618	1725	1733	1653	1505	1857	19748	0.30	0.36
	−126	−151	−179	−191	−192	−183	−166
LIUJIAYAO	1015	1358	1580	1705	1845	1636	1325	1595	19030	0.31	0.37
	−112	−150	−175	−189	−205	−181	−146
SONGJIAZHUANG	1970	2160	2702	3114	3220	2684	2614	1977	32702	0.37	0.37
	−81	−90	−112	−129	−134	−111	355	304