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

Table 6

Comparison between the actual and coordinated control strategies for Line 1.

Station	Time period								Inbound demand	Actual delay rate	Optimized delay rate
	1	2	3	4	5	6	7	8
PINGGUOYUAN	1442	2552	2568	2554	2391	1852	1340	1650	27605	0.38	0.41
	−90	−106	−107	−106	−99	−77	−148	0
GUCHENG	900	1238	1473	1457	1478	1154	1208	870	15125	0.32	0.35
	−100	−137	−163	−161	−163	−127	345	0
BAJIAO Amusement Park	813	974	1170	1247	1163	1004	1197	816	12839	0.29	0.35
	−90	−108	−130	−138	−128	−111	0	0
BABAOSHAN	1047	1510	1501	1536	1523	1051	1334	830	16310	0.30	0.36
	−116	−167	−166	−170	−168	−200	0	0
YUQUANLU	653	845	963	1145	1021	806	1182	785	11018	0	0.32
GONGZHUFEN	269	371	486	482	536	464	343	301	3296	0.31	0
SIHUI	986	740	848	1109	1104	1070	921	850	11858	0.27	0.36
	329	−82	−94	−122	−122	−190	−307	−417
SIHUIDONG	884	687	922	1154	1042	1501	1189	905	11826	0.31	0.30
	295	−76	−102	−128	−115	294	130	402