Research Article
Comprehensive Optimization of Emergency Evacuation Route and Departure Time under Traffic Control
Table 2
Traffic capacity at turning intersections.
| | Intersection | Turning direction | Traffic capacity | Intersection | Turning direction | Traffic capacity | | Node | (c/h) | Node | (c/h) |
| | 3 | (4-3-7) | 1800 | | (10-9-8) | 1000 | | 4 | (1-4-3) | 960 |
9 |
(10-9-12) | 1100 | | (1-4-8) | 1060 | (2-9-8) | 1200 | | (5-4-3) | 940 | | (2-9-12) | 960 | | (5-4-8) | 1130 | | (2-10-9) | 540 | | 5 | (1-5-4) | 600 |
10 | (2-10-11) | 720 | | (6-5-4) | 570 |
(6-10-9) | 1120 | | 6 | (10-6-5) | 1100 | | (6-10-11) | 1200 | | 7 | (3-7-13) | 1220 | 11 | (10-11-12) | 1400 | | (8-7-13) | 1230 | | (8-12-13) | 1200 | | 8 | (4-8-7) | 560 | 12 | (9-12-13) | 1050 | | (4-8-12) | 680 | | (11-12-13) | 1350 | | (9-8-7) | 720 | | | | | (9-8-12) | 800 | | | |
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