Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Estimation of Queue Lengths, Probe Vehicle Penetration Rates, and Traffic Volumes at Signalized Intersections using Probe Vehicle Trajectories

View through CrossRef
With the development of connected vehicle technologies and the emergence of e-hailing services, a vast amount of vehicle trajectory data is being collected every day. This massive amount of trajectory data could provide a new perspective for sensing, diagnosing, and optimizing transportation networks. There has been some literature estimating traffic volumes and queue lengths at intersections using the data collected from these probe vehicles. Nevertheless, some of the existing methods only work when the penetration rate of the probe vehicles is high enough. Some other methods require two critical inputs, the distribution of the queue lengths and the penetration rate of the probe vehicles. However, these two inputs might vary a lot both spatially and temporally and are not usually known in the real world. To fill the gap, this paper proposes a novel method for the estimation of queue lengths, probe vehicle penetration rates, and traffic volumes at signalized intersections. The key step is to estimate the penetration rate of the probe vehicles from the distribution of their stopping positions at the intersections. Then, scaling up the number of probe vehicles in the queues and in the traffic according to the estimated penetration rate will give an estimate of the total queue length and the total traffic volume, respectively. The proposed method has been validated by both simulation data and real-field data. The testing results have shown that the method is ready for large-scale real-field applications.
Title: Estimation of Queue Lengths, Probe Vehicle Penetration Rates, and Traffic Volumes at Signalized Intersections using Probe Vehicle Trajectories
Description:
With the development of connected vehicle technologies and the emergence of e-hailing services, a vast amount of vehicle trajectory data is being collected every day.
This massive amount of trajectory data could provide a new perspective for sensing, diagnosing, and optimizing transportation networks.
There has been some literature estimating traffic volumes and queue lengths at intersections using the data collected from these probe vehicles.
Nevertheless, some of the existing methods only work when the penetration rate of the probe vehicles is high enough.
Some other methods require two critical inputs, the distribution of the queue lengths and the penetration rate of the probe vehicles.
However, these two inputs might vary a lot both spatially and temporally and are not usually known in the real world.
To fill the gap, this paper proposes a novel method for the estimation of queue lengths, probe vehicle penetration rates, and traffic volumes at signalized intersections.
The key step is to estimate the penetration rate of the probe vehicles from the distribution of their stopping positions at the intersections.
Then, scaling up the number of probe vehicles in the queues and in the traffic according to the estimated penetration rate will give an estimate of the total queue length and the total traffic volume, respectively.
The proposed method has been validated by both simulation data and real-field data.
The testing results have shown that the method is ready for large-scale real-field applications.

Related Results

SIGNALIZED INTERSECTION PERFORMANCE ANALYSIS OF ROUNDABOUT CIGASONG- MAJALENGKA
SIGNALIZED INTERSECTION PERFORMANCE ANALYSIS OF ROUNDABOUT CIGASONG- MAJALENGKA
The signalized intersection at the Cigasong roundabout in Majalengka City is where the Majalengka-Cikijing road, Majalengka-Rajagaluh road, Sindangkasih troops road and Majalengka-...
Impact of Delay and Queue on the Length of Left-Turn Storage at Palestine Intersections in Baghdad city, Iraq
Impact of Delay and Queue on the Length of Left-Turn Storage at Palestine Intersections in Baghdad city, Iraq
At intersections, Left-turning vehicles seek to occupy the same physical space as close to the stop line as possible. These result in high conflicts, delays, and blockage of vehicl...
Comparative study of traffic signal design using Webster and IRC method
Comparative study of traffic signal design using Webster and IRC method
In India, the growth of population plays an important role in increasing the congestion at intersections because every person uses a separate vehicle for movement due to this reaso...
Analysis of signalized intersection performance using IHCM 1997 method and PTV Vistro software
Analysis of signalized intersection performance using IHCM 1997 method and PTV Vistro software
Brigjend Slamet Riyadi road is the main city road serving the traffic of Surakarta City. It is located in the Central Business District so that many vehicles pass through this road...
Conversion of Large Unsignalized Roundabout in Baghdad City to Signalized Intersection
Conversion of Large Unsignalized Roundabout in Baghdad City to Signalized Intersection
Abstract Rapid population growth in Iraq has influenced all aspects of life, including transportation networks. The substantial population growth immediately coincid...
Bunching Effect of Motorised Two Wheelers on Delay at Signalized Intersections under Heterogeneous Traffic Conditions
Bunching Effect of Motorised Two Wheelers on Delay at Signalized Intersections under Heterogeneous Traffic Conditions
The performance of signalized intersections is usually evaluated by measuring delay occurring to vehicles which are passing through the signalized intersections. The field delay un...
MODELİNG OF TRAFFİC LİGHT CONTROL SYSTEMS
MODELİNG OF TRAFFİC LİGHT CONTROL SYSTEMS
Traffic light control systems are commonly utilized to monitor and manage the flow of autos across multiple road intersections. Since traffic jams are ubiquitous in daily life, A c...

Back to Top