Research Article
Optimal Road Toll Design from the Perspective of Sustainable Development
Table 3
Optimal toll scheme and the corresponding link flow (min/0.5, veh/hr, min).
| Toll | Link | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| | 1.31 | 0.29 | 0.04 | 0.52 | 0.70 | 0.15 | 0.34 | 0.02 | 0.67 | 2.10 | | 800 | 400 | 245 | 555 | 752 | 293 | 621 | 131 | 245 | 376 | | 7.66 | 9.14 | 9.02 | 12.26 | 3.35 | 9.08 | 5.17 | 13.01 | 5.33 | 10.05 | Link | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | |
| | 1.95 | 0.20 | 1.23 | 0.42 | 0.18 | 0.66 | 0.00 | 0.45 | 0.81 | | | 645 | 355 | 493 | 486 | 355 | 507 | 0 | 400 | 493 | | | 9.97 | 10.10 | 9.62 | 6.21 | 9.09 | 8.33 | 7.00 | 14.22 | 11.41 | |
| No toll | Link | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| | 800 | 400 | 395 | 405 | 898 | 297 | 898 | 0 | 395 | 503 | | 7.66 | 9.14 | 9.14 | 12.07 | 3.71 | 9.08 | 5.74 | 13.00 | 7.25 | 12.38 | Link | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | |
| | 795 | 205 | 497 | 205 | 205 | 503 | 0 | 400 | 497 | | | 11.25 | 10.01 | 9.64 | 6.01 | 9.01 | 8.32 | 7.00 | 14.22 | 11.42 | |
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