Evaluating the Effects of One-Way Traffic Management on Different Vehicle Exhaust Emissions Using an Integrated Approach

Table 4

One-way traffic flow ratio of each road segment in peak hours.

Road section	Morning peak	Evening peak
1–3	1.20	1.80
2–4	1.60	1.36
3–5	0.80	1.26
4–6	0.46	1.26
5–7	0.76	1.25
6–8	2.06	1.24
7–9	1.21	0.85
8–10	1.38	1.58
9–11	1.46	1.69
10–12	1.20	0.70
11–13	1.81	0.43
12–14	1.44	0.26
13–15	1.27	1.69
14–16	2.62	0.78
3-4	1.40	1.20
5-6	0.86	1.22
9–10	1.00	1.46
13-14	1.63	1.41