Simulation-Based Dynamic Passenger Flow Assignment Modelling for a Schedule-Based Transit Network

Table 5

Comparison results between the event day and a normal day.

	Maximum section flow in a normal day; (person)				Maximum section flow in an event day; (person)				Rate of increase; (%)
	Line 1	Line 2	Line 5	Line 6	Line 1	Line 2	Line 5	Line 6	Line 1	Line 2	Line 5	Line 6
21:00–21:30	4985	2525	4709	4857	4694	2538	4884	4525	−5.84	0.51	3.72	−6.84
21:30–22:00	4363	2562	4582	4435	4303	3815	4611	6087	−1.38	48.91	0.63	37.25
22:00–22:30	4056	1842	3948	3942	4671	3335	4597	4732	15.16	81.05	16.44	20.04
22:30–23:00	3045	1360	3165	3405	3112	1205	3506	3839	2.20	−11.40	10.77	12.75