Research Article
Comprehensive Optimization of Emergency Evacuation Route and Departure Time under Traffic Control
Table 1
Basic parameters setting.
| Section | Running speed | Section length | Traffic capacity | (km/h) | (m) | (c/h) |
| (1–4) | 10 | 600 | 1900 | (1–5) | 10 | 600 | 1100 | (2–9) | 15 | 600 | 1200 | (2–10) | 13 | 600 | 2100 | (6-5) | 15 | 800 | 1900 | (5-4) | 14 | 800 | 1850 | (4-3) | 16 | 800 | 2000 | (10–6) | 9 | 900 | 1700 | (5–9) | 13 | 900 | 1100 | (4–8) | 16 | 900 | 2200 | (3–7) | 10 | 900 | 2300 | (10-9) | 10 | 850 | 1850 | (9-8) | 15 | 850 | 1950 | (8-7) | 13 | 900 | 2100 | (10-11) | 12 | 1200 | 1200 | (9–12) | 14 | 1000 | 2500 | (8–12) | 12 | 1000 | 1800 | (7–13) | 13 | 900 | 1050 | (11-12) | 15 | 900 | 1970 | (12-13) | 10 | 800 | 2050 |
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