This study investigates the factors affecting estimation accuracy of queue length at signalized intersections under low penetration of connected vehicles. A shockwave-based algorithm is proposed to estimate the maximum queue length and residual queue on a cycle-by-cycle basis. Simulation data collected from three consecutive signalized intersections were used to extract trajectories of CVs under five different market penetration rates and two different traffic conditions (under-saturated and moderate). The results confirm that the queue length estimation process is probabilistic and affected by the stochastic changes in traffic conditions. This probabilistic nature is defined by a queue formation coverage index (QI) that proved to signi...
It is a well-known fact that nowadays reliable traffic data are an indispensable prerequisite for ef...
This paper presents a novel method to estimate queue length at signalised intersections using connec...
Two apparent features that prevail at signalized intersections in China are green signal countdown d...
With the progress of information and sensing technologies, estimating vehicular queue length at sign...
2014PDFTech ReportN14-18DTRT12GUTC17Real time informationTraffic queuingSignalized intersectionsProb...
ABSTRACT Urban arterials are characterized by frequent intersections. Queue length and delay are the...
Deterministic/point/vertical and shockwave/physical/horizontal queueing models are widely used in tr...
A novel Bayesian approach is proposed for estimating the maximum queue lengths of vehicles at signal...
Urban arterials are characterized by frequent intersections. Queue length and delay are the two prim...
This study explored the use of queue clearance rate method for estimating passenger car equivalent (...
Excessive queue length is formed at approaches of signalized intersection if demand flow rate exceed...
The saturation flow rate is a fundamental parameter to measure the intersection capacity and time th...
Queue length is one of the most important traffic evaluation indexes for traffic signal control at s...
This study develops the method of estimating queue length at a signalized intersection. The method s...
The aim of this paper is to study the headway distribution of queued vehicles (less than 16 vehicles...
It is a well-known fact that nowadays reliable traffic data are an indispensable prerequisite for ef...
This paper presents a novel method to estimate queue length at signalised intersections using connec...
Two apparent features that prevail at signalized intersections in China are green signal countdown d...
With the progress of information and sensing technologies, estimating vehicular queue length at sign...
2014PDFTech ReportN14-18DTRT12GUTC17Real time informationTraffic queuingSignalized intersectionsProb...
ABSTRACT Urban arterials are characterized by frequent intersections. Queue length and delay are the...
Deterministic/point/vertical and shockwave/physical/horizontal queueing models are widely used in tr...
A novel Bayesian approach is proposed for estimating the maximum queue lengths of vehicles at signal...
Urban arterials are characterized by frequent intersections. Queue length and delay are the two prim...
This study explored the use of queue clearance rate method for estimating passenger car equivalent (...
Excessive queue length is formed at approaches of signalized intersection if demand flow rate exceed...
The saturation flow rate is a fundamental parameter to measure the intersection capacity and time th...
Queue length is one of the most important traffic evaluation indexes for traffic signal control at s...
This study develops the method of estimating queue length at a signalized intersection. The method s...
The aim of this paper is to study the headway distribution of queued vehicles (less than 16 vehicles...
It is a well-known fact that nowadays reliable traffic data are an indispensable prerequisite for ef...
This paper presents a novel method to estimate queue length at signalised intersections using connec...
Two apparent features that prevail at signalized intersections in China are green signal countdown d...