| Literature DB >> 23348033 |
Marco Gramaglia1, Carlos J Bernardos, Maria Calderon.
Abstract
Induction loop detectors have become the most utilized sensors in traffic management systems. The gathered traffic data is used to improve traffic efficiency (i.e., warning users about congested areas or planning new infrastructures). Despite their usefulness, their deployment and maintenance costs are expensive. Vehicular networks are an emerging technology that can support novel strategies for ubiquitous and more cost-effective traffic data gathering. In this article, we propose and evaluate VIL (Virtual Induction Loop), a simple and lightweight traffic monitoring system based on cooperative vehicular communications. The proposed solution has been experimentally evaluated through simulation using real vehicular traces.Entities:
Year: 2013 PMID: 23348033 PMCID: PMC3649425 DOI: 10.3390/s130201467
Source DB: PubMed Journal: Sensors (Basel) ISSN: 1424-8220 Impact factor: 3.576
Figure 1.VIL operation.
Figure 2.Reference factor estimation.
Figure 3.Real data and simulated environment.
Trace sample.
| Timestamp | Vehicle # | Lane # | Speed (km/h) |
|---|---|---|---|
| 08:57:00:6 | 5831 | 4 | 59 |
| 08:57:00:8 | 5832 | 6 | 61 |
| 08:57:00:9 | 5833 | 3 | 49 |
| 08:57:01:2 | 5834 | 4 | 68 |
| 08:57:01:7 | 5835 | 6 | 61 |
| 08:57:01:8 | 5836 | 1 | 68 |
| 08:57:01:8 | 5837 | 2 | 48 |
Simulation settings.
| Simulation framework | OMNeT++, Veins and SUMO |
| Wireless Device | 802.11g @ 6 Mb/s |
| Channel Model | Pathloss with channel fading |
| Monitored stretch length (m) | 1500 |
| VIL positions (from the | 500, 1000 |
| CAM frequency (s) | uniform (0.75,1.25) |
Figure 4.Vehicular flow.
Figure 5.Average speed.
Figure 6.Crossing timestamps error.