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

Table 4

Fitting coefficients of stations and sections during morning peak hours (part).

Section number	Station number	Inbound time period	Section time period
6	7	2 (7 : 15–7 : 30)	3 (7 : 30–7 : 45)	0.977	1416.1524
5	7	1 (7 : 00–7 : 15)	2 (7 : 15–7 : 30)	0.924	1313.0123
1	7	8 (8 : 45–9 : 00)	8 (8 : 45–9 : 00)	0.913	1319.2882
98	1	4 (7 : 45–8 : 00)	4 (7 : 45–8 : 00)	0.93	1233.5548
98	1	6 (8 : 15–8 : 30)	6 (8 : 15–8 : 30)	0.916	1292.1489
98	1	5 (8 : 00–8 : 15)	5 (8 : 00–8 : 15)	0.832	1164.5845
319	4	2 (7 : 15–7 : 30)	2 (7 : 15–7 : 30)	0.514	725.4845
318	4	2 (7 : 15–7 : 30)	3 (7 : 30–7 : 45)	0.502	708.4485
318	4	1 (7 : 00–7 : 15)	2 (7 : 15–7 : 30)	0.487	994.5451
320	4	4 (7 : 45–8 : 00)	3 (7 : 30–7 : 45)	0.478	845.1548
318	5	5 (8 : 00–8 : 15)	6 (8 : 15–8 : 30)	0.233	328.9821
405	5	2 (7 : 15–7 : 30)	3 (7 : 30–7 : 45)	0.226	518.5447
319	5	6 (8 : 15–8 : 30)	5 (8 : 00–8 : 15)	0.211	397.1144
406	5	3 (7 : 30–7 : 45)	4 (7 : 45–8 : 00)	0.205	489.3398
…	…	…	…	…	…