Research Article
Optimal Design of Transportation Networks with Automated Vehicle Links and Congestion Pricing
Table 2
Link flows in the network upon implementation of the optimal network design with congestion pricing.
| | Link | AV link flow | CV link flow |
| | (1,5) | 35.000 | 0.000 | | (1,6) | 0.000 | 35.000 | | (2,5) | 35.000 | 0.000 | | (2,6) | 0.000 | 35.000 | | (5,6) | 0.000 | 0.000 | | (6,5) | 0.000 | 0.000 | | (5,7) | 55.774 | 0.000 | | (5,9) | 14.226 | 0.000 | | (6,8) | 0.000 | 42.768 | | (6,9) | 0.000 | 27.232 | | (9,7) | 4.450 | 18.119 | | (9,8) | 9.775 | 9.113 | | (7,8) | 0.000 | 18.119 | | (8,7) | 0.000 | 0.000 | | (7,3) | 30.000 | 0.000 | | (7,4) | 30.225 | 0.000 | | (8,3) | 0.000 | 30.000 | | (8,4) | 9.775 | 40.000 |
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