The Model of the Optimal Number of Public Transport Vehicles in Mixed Traffic Flow Conditions: A Case Study

Table 10

Comparative analysis of the necessary number of vehicles for the existing duration of the cycle, as well as during the cycle time obtained in the model.

Periods	Operating with the constant cycle time			Operating with the changeable cycle time			Difference
	Cycle time	Intervals	Number of vehicles	Cycle time	Intervals	Number of vehicles
I	60	12	5	40	12	4	1
II	60	6	10	50	6	9	1
III	60	7.5	8	60	7.5	8	0
IV	60	6	10	60	6	10	0
V	60	7.5	8	50	7.5	7	1
VI	60	12	5	40	12	4	1