Research Article
Coordinated Perimeter Control for Multiregion Heterogeneous Networks Based on Optimized Transfer Flows
Table 1
Traffic inflows of all the border links in the experimental area.
| Traffic demand | Simulation time (s) | 0–900 | 900–1800 | 1800–2700 | 2700–4500 | 4500–6300 | 6300–8100 | 8100–10800 |
| Traffic inflows (veh/h/lane) | 600 | 800 | 1000 | 1200 | 900 | 600 | 200 |
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