Fixed-Route vs. Demand-Responsive Transport Feeder Services: An Exploratory Study Using an Agent-Based Model

Table 3

Input parameters adopted for the first set of simulated scenarios.

Parameter		Abbreviation	Values
			Sc-A1	Sc-A2	Sc-base
Stop spacing [m]		d s	490	490	425
Average demand density [pax/km^2h]			5–30	20–40	5–60
group probability		p 1	1.0	1.0	0.8
Maximum waiting time [min]			30	30	10
Walking speed [m/s]			0.9	0.9	1.0
Vehicle cruising speed [km/h]			32.0	32.0	30.0
Vehicle capacity [pax]		Cap	50	50	20
Number of vehicles			1	2	3
Headway [min]	(FRF)	h	20	10	7
	(DRF)		17–30	10–20	7
Cost coefficients [−]			1	1	2
			3	3	2
			2	2	1
			0	0	4