Research Article
Transportation Network Design considering Morning and Evening Peak-Hour Demands
Table 4
Network design considering evening peak-hour demand (Scheme B).
| | Commute peak | TTC | Link | Path | | Number | Expanded capacity () | Flow () | Number | Link component | Flow () | Equilibrium cost () |
| | Morning peak | 958.753 | 1 | 7.637 | 13.551 | 1 | 1-2 | 3.551 | 17.980 | | 2 | 0.000 | 23.551 | 2 | 3 | 21.449 | 17.979 | | 3 | 0.000 | 21.449 | 3 | 4 | 10.000 | 10.035 | | 4 | 26.181 | 20.000 | 4 | 2 | 20.000 | 12.884 | | — | — | — | 5 | 1–4 | 10.000 | 15.131 |
| | Evening peak | 851.822 | 1 | 7.637 | 20.000 | 1 | 1-2 | 0.000 | 15.551 | | 2 | 0.000 | 10.000 | 2 | 3 | 10.000 | 15.141 | | 3 | 0.000 | 10.000 | 3 | 4 | 25.000 | 10.896 | | 4 | 26.181 | 45.000 | 4 | 2 | 10.000 | 10.094 | | — | — | — | 5 | 1–4 | 20.000 | 16.353 |
| | Sum | 1810.575 | — | — | — | — | — | — | — |
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