Research Article
Accident Management System Based on Vehicular Network for an Intelligent Transportation System in Urban Environments
Table 1
Summary of the important mathematical notations.
| Symbol | Description |
| | Vehicles | | Destination | | Road segment | | Sample time duration | | Prevailing length of the path | | The path selected ahead of the re-planning | | The changed path | | The new path | | Vehicle travel cost | | A nonnegative accumulative function | | The average cost of vehicles on road segment | | The average cost of vehicles on intersection | | The set of adjacent crossing of intersection | | The average inflow rates of road segment | | The average outflow rates of road segment | | The upstream vehicle arrivals respectively on road segment | | The upstream vehicle departure rates on road segment | | Sample time duration | | The total length of all virtual queues of intersection | | Weighted intersection | | Intersection i’s weight in sample time | | Virtual queues representing the number of the shielded vehicles travelling through intersection | | Virtual queues representing the number of the shielded vehicles travelling through intersection | | The huge differential row build-up for intersection and the other adjacent intersection | | Re-planning to intersection of a number of vehicles |
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