Research Article
Proactive Traffic Information Control in Emergency Evacuation Network
Table 1
Traffic demand and characteristics of cell.
| Index type | Assigned number |
| Total demand (which would depart uniformly in 15 mins) of each origin | 450 veh | Length of (loading) time interval | 6 s | Length of information-updating time interval | 180 s | Free-flow speed | 10 m/s | Length of head and tail cell | 6 basic cells | Maximum occupancy of approach cell 14, 24 | 6 veh | Maximum occupancy of approach cell 42, 75 | 12 veh | Maximum occupancy of other approach cells | 9 veh | Maximum occupancy of head and tail cells | 108 veh | Capacity of approach cell 14, 24 per time interval | 1 veh | Capacity of approach cell 42, 75 per time interval | 5 veh | Capacity of other approach cells per time interval | 3 veh | Capacity of head and tail cells per time interval | 6 veh |
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