Research Article
Transportation Network Design considering Morning and Evening Peak-Hour Demands
Table 5
Network design simultaneously considering two peak-hour demands (Scheme C).
| | Commute peak | TTC | Link | Path | | Number | Expanded capacity () | Flow () | Number | Link component | Flow () | Equilibrium cost () |
| | Morning peak | 902.092 | 1 | 6.152 | 16.198 | 1 | 1-2 | 6.198 | 16.757 | | 2 | 6.201 | 26.198 | 2 | 3 | 18.804 | 16.758 | | 3 | 0.000 | 18.804 | 3 | 4 | 10.000 | 10.055 | | 4 | 20.725 | 20.000 | 4 | 2 | 20.000 | 11.499 | | — | — | — | 5 | 1–4 | 10.000 | 15.313 |
| | Evening peak | 877.038 | 1 | 6.152 | 20.000 | 1 | 1-2 | 0.000 | 15.631 | | 2 | 6.201 | 10.000 | 2 | 3 | 10.000 | 15.141 | | 3 | 0.000 | 10.000 | 3 | 4 | 25.000 | 11.407 | | 4 | 20.725 | 45.000 | 4 | 2 | 10.000 | 10.032 | | — | — | — | 5 | 1–4 | 20.000 | 17.007 |
| | Sum | 1779.130 | — | — | — | — | — | — | — |
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