Traffic Conflict Analysis of Motor Vehicles and Nonmotor Vehicles Based on Improved Cellular Automata

Table 5

Equivalent vehicle flow rate and conflict rate under different road occupancy rates.

Road occupancy	Traffic flow (veh/h)			Equivalent flow rate of car (pcu/h)	Number of conflicts	Conflict rate (time/pcu/h)
	Car	Bicycle	Electric bicycle
0.1	121	106	174	191	27	0.14
0.2	165	130	235	256	79	0.31
0.3	236	191	332	367	154	0.42
0.4	347	273	494	538	294	0.54
0.5	428	331	573	654	431	0.66
0.6	376	342	579	606	673	1.11
0.7	344	348	583	577	548	0.95
0.8	326	356	587	561	389	0.69
0.9	312	361	591	550	158	0.29