Research Article
Transportation Network Design considering Morning and Evening Peak-Hour Demands
Table 3
Network design considering morning peak-hour demand (Scheme A).
| | Commute peak | TTC | Link | Path | | Number | Expanded capacity () | Flow () | Number | Link component | Flow () | Equilibrium cost () |
| | Morning peak | 860.551 | 1 | 9.749 | 18.108 | 1 | 1-2 | 8.108 | 15.655 | | 2 | 18.202 | 28.108 | 2 | 3 | 16.892 | 15.655 | | 3 | 2.998 | 16.892 | 3 | 4 | 10.000 | 10.424 | | 4 | 2.427 | 20.000 | 4 | 2 | 20.000 | 10.440 | | — | — | — | 5 | 1–4 | 10.000 | 15.639 |
| | Evening peak | 1296.560 | 1 | 9.749 | 20.000 | 1 | 1-2 | 0.000 | 15.327 | | 2 | 18.202 | 10.000 | 2 | 3 | 10.000 | 15.080 | | 3 | 2.998 | 10.000 | 3 | 4 | 25.000 | 20.873 | | 4 | 2.427 | 45.000 | 4 | 2 | 10.000 | 10.007 | | — | — | — | 5 | 1–4 | 20.000 | 26.193 |
| | Sum | 2157.111 | — | — | — | — | — | — | — |
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