Traffic Stream Analysis by Radar Sensors on Two-Lane Roads for Free-Moving and Constrained Vehicles Identification

被引:1
|
作者
Cantisani, Giuseppe [1 ]
Del Serrone, Giulia [1 ]
Mauro, Raffaele [2 ]
Peluso, Paolo [1 ]
Pompigna, Andrea [1 ]
机构
[1] Univ Roma La Sapienza, Dept Civil Construct & Environm Engn, Via Eudossiana 18, I-00184 Rome, Italy
[2] Univ Trento, Dept Civil Environm & Mech Engn, Via Mesiano 77, I-38123 Trento, Italy
关键词
traffic radar sensors; two-lane roads; free-moving and constrained vehicles; leader-follower influences; vehicle platoons; exponential headway model; apparently and actually conditioned vehicles; CONSISTENCY MODEL; OPERATING SPEED; HIGHWAYS;
D O I
10.3390/s23156922
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
This paper focuses on the analysis of traffic streams on two-lane highways, which are crucial components of transportation networks. Traffic flow measurement technologies, such as detection stations, radar guns, or video cameras, have been used over the years to detect the level of traffic and the operating conditions. This type of sensor can record a large amount of data which is useful to evaluate and monitor road traffic conditions, and it is possible to identify free-moving and constrained vehicles by processing the collected data. This study introduces an exponential headway model to identify the headway threshold above which vehicles can be considered as unconditioned. However, this value could identify vehicles which still retain some autonomy in their speed and maneuvering. Therefore, an additional criterion to distinguish between apparently and actually conditioned vehicles has been introduced, analyzing the speed differences between a vehicle and the preceding one. Three-month sequences of traffic monitored through radar devices placed on some Italian two-lane roads have been analyzed and an exponential headway model has been introduced, as an illustrative example. The results show that introducing the criterion of maneuvering freedom can significantly improve traffic flow analysis, modifying the starting critical values of 4 and 8 s per each studied section, to 2.5 and 3 s, approaching the values suggested by international manuals for traffic flow quality analysis.
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页数:28
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