Traffic simulation tools are becoming more popular as complexity and intelligence are growing in transportation systems. The need for more accurate and intelligent traffic modeling is increasing rapidly as transportation systems are having more congestion problems. Although traffic simulation models have been continuously updated to represent various traffic conditions more realistically, most simulation models still have limitations in overcapacity congested traffic conditions. In traditional traffic simulation models, when there is no available space due to traffic congestion, additional traffic demand may never be allowed to enter the network. The objective of this paper is to investigate one possible method to address the issue of unserved vehicles in overcapacity congested traffic conditions using the VISSIM trip chain. The VISSIM trip chain is used for this analysis as it has the advantage of holding a vehicle without eliminating it when traffic congestion prevents its entrance onto a network. This will allow the vehicle to enter when an acceptable gap becomes available on the entry link. To demonstrate the difference between the simulation using standard traffic input and the trip chain method, a sample congested traffic network is built and congested traffic scenarios are created. Also, simulations with different minimum space headway parameters in the priority rules are analyzed to model congested traffic conditions more realistically. This will provide the insight about the sensitivity of the model to this parameter. Based on the analysis conducted it is concluded that, with appropriate calibrations, the trip chain feature in VISSIM has the potentials to be useful in modeling overcapacity congested traffic conditions more realistically.
[1]
Randall Guensler,et al.
Dynamic data driven transportation systems
,
2017,
Multimedia Tools and Applications.
[2]
Gang-Len Chang,et al.
Exploring real-time traffic simulation with massively parallel computing architecture
,
1993
.
[3]
Randall Guensler,et al.
Real-time data-driven traffic simulation for performance measure estimation
,
2016
.
[4]
Randall Guensler,et al.
Modeling pedestrian crossing activities in an urban environment using microscopic traffic simulation
,
2013,
Simul..
[5]
Michael Hunter,et al.
Ad Hoc Distributed Dynamic Data-Driven Simulations of Surface Transportation Systems
,
2009,
Simul..
[6]
Wonho Suh.
Mitigating Initialization Bias in Transportation Modeling Applications
,
2016
.
[7]
Michael Hunter,et al.
Ad hoc distributed simulation for transportation system monitoring and near-term prediction
,
2014,
Simul. Model. Pract. Theory.
[8]
Jinwoo Park,et al.
Vision-based surveillance system for monitoring traffic conditions
,
2017,
Multimedia Tools and Applications.
[9]
Harilaos N. Koutsopoulos,et al.
A microscopic traffic simulator for evaluation of dynamic traffic management systems
,
1996
.
[10]
Michael Hunter,et al.
Accounting for composite travel time distributions within a traffic stream in determining Level-of-Service
,
2019,
J. Intell. Fuzzy Syst..
[11]
Wonho Suh,et al.
Traffic Safety Evaluation Based on Vision and Signal Timing Data
,
2017
.
[12]
Der-Horng Lee,et al.
A Framework for Parallel Traffic Simulation Using Multiple Instancing of a Simulation Program
,
2002,
J. Intell. Transp. Syst..