Integrated-Hybrid Framework for Connected and Autonomous Vehicles Microscopic Traffic Flow Modelling

Table 2

Delay time (s) of vehicle motions in a signalized intersection and the velocity of kinematic wave at traffic jam simulated by FDV and IH model.

Model	a (1/s)			(s)	(km/h)
FVD	0.6	0	0	1.45	18.37
IH	0.6	0.1	0.1	1.39	19.16
IH	0.6	0.1	0.3	1.30	20.49