Ecological and Real-Time Route Selection Method for Multiple Vehicles in Urban Road Network

Table 4

Traffic utilization of road section.

Roads	Traffic utilization of road section
	VGA	HABC	MPSO	RSG	EMR^2SM
1-2	0.56	0.59	0.62	0.59	0.66
1–3	0.8	0.69	0.75	0.74	0.77
2–6	0.75	0.76	0.78	0.79	0.81
3-4	0.68	0.72	0.65	0.69	0.73
3–10	0.84	0.72	0.78	0.86	0.79
4-5	0.79	0.75	0.65	0.77	0.77
4–11	0.85	0.83	0.82	0.85	0.87
5-6	0.89	0.94	0.95	0.79	0.75
5–7	1.22	1.21	1.2	1.17	1.12
6–8	0.79	0.76	0.8	0.84	0.81
7-8	0.75	0.77	0.86	0.81	0.83
7–12	1.2	1.18	1.16	1.14	1.13
8-9	0.41	0.47	0.5	0.57	0.59
8–13	0.8	0.8	0.76	0.87	0.86
9–14	0.5	0.49	0.5	0.56	0.54
10-11	1.12	1.16	0.98	1.03	0.96
11-12	1.18	1.19	1.16	1.05	1.09
11–16	0.86	0.87	0.85	0.94	0.92
12-13	1.06	1.04	1.11	0.93	0.95
12–15	0.49	0.57	0.58	0.51	0.59
12–17	1.17	1.16	1.18	1.07	1.09
13-14	1.09	1.13	1.16	1.09	1.04
13–15	0.81	0.79	0.81	0.87	0.84
15–18	0.55	0.59	0.63	0.62	0.66
16-17	0.44	0.4	0.36	0.42	0.39
17-18	0.36	0.38	0.37	0.39	0.40
Average	0.806	0.806	0.807	0.806	0.806
Variance	0.068	0.065	0.063	0.047	0.042