Research Article
Optimization of Emergency Transportation Organization of Holiday Tourism Traffic
Table 9
Simulation results of one-way traffic organization.
| | Arterial road section | Flow/veh | Vehicle delay (s) | Average queue length (m) | Main branch road section | Flow/veh | Average delay/s | Average queue length (m) |
| | (1-5) | 332.7 | 23.5 | 0 | (7-8) | 257.7 | 30.4 | 11.5 | | (5-6) | 590.4 | 32.8 | 0 | (8-5) | 257.7 | 30.4 | 11.2 | | (6-2) | 590.4 | 32.8 | 13.2 | (10-9) | 115.5 | 10.7 | 3.7 | | (2-10) | 556.8 | 31.7 | 12.5 | (9-13) | 115.5 | 10.7 | 3.7 | | (10-14) | 441.3 | 29.6 | 11.2 | (13-12) | 115.5 | 10.7 | 4.5 | | (14-4) | 410.7 | 26.5 | 10.5 | (12-15) | 115.5 | 10.6 | 3.9 | | (4-16) | 445.5 | 30.5 | 11.8 | | | | | | (16-15) | 445.5 | 30.8 | 11.8 | | | | | | (15-3) | 647.1 | 34.9 | 16.7 | | | | | | (3-11) | 597.9 | 23.8 | 0 | | | | | | (11-7) | 597.9 | 32.8 | 13.2 | | | | | | (7-1) | 374.7 | 32.8 | 13.0 | | | | |
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