Text Box: Research Report No. UVACTS-15-0-45
August 2003

 

 

Development of ITS Evaluation Test-Bed Using      

Microscopic Simulation – City of Hampton Case Study

 

 

By:

Ilsoo Yun

Byungkyu “Brian” Park


A Research Project Report

For the Center for ITS Implementation Research (ITS)

A U.S. DOT University Transportation Center

 

Ilsoo Yun

Email: iy6m@virginia.edu

 

Dr. Byungkyu “Brain” Park

Department of Civil Engineering

Email: bpark@virginia.edu

 

Center for Transportation Studies at the University of Virginia produces outstanding transportation professionals, innovative research results and provides important public service. The Center for Transportation Studies is committed to academic excellence, multi-disciplinary research and to developing state-of-the-art facilities. Through a partnership with the Virginia Department of Transportation’s (VDOT) Research Council (VTRC), CTS faculty hold joint appointments, VTRC research scientists teach specialized courses, and graduate student work is supported through a Graduate Research Assistantship Program. CTS receives substantial financial support from two federal University Transportation Center Grants: the Mid-Atlantic Universities Transportation Center (MAUTC), and through the National ITS Implementation Research Center (ITS Center). Other related research activities of the faculty include funding through FHWA, NSF, US Department of Transportation, VDOT, other governmental agencies and private companies.

 

Disclaimer: The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein.  This document is disseminated under the sponsorship of the Department of Transportation, University Transportation Centers Program, in the interest of information exchange.  The U.S. Government assumes no liability for the contents or use thereof.

Text Box: CTS Website						   Center for Transportation Studies
http://cts.virginia.edu						          University of Virginia
                                                                           351 McCormick Road, P.O. Box 400742
 						                 Charlottesville, VA 22904-4742
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Charlottesville, VA 22904-4742
434.924.6362
 



1. Report No.

2. Government Accession No.

3. Recipient’s Catalog No.

VACTS-15-0-45

 

 

4. Title and Subtitle

5. Report Date

Development of ITS Evaluation Test-Bed Using Microscopic Simulation - City of Hampton Case Study

August, 2003

 

6. Performing Organization Code

 

 

7. Author(s)

Ilsoo Yun and Byungkyu “Brian” Park

8. Performing Organization Report No.

 

 

 

 

9. Performing Organization and Address

10. Work Unit No. (TRAIS)

Center for Transportation Studies

 

University of Virginia

11. Contract or Grant No.

PO Box 400742

Charlottesville, VA 22904-7472

 

12. Sponsoring Agencies' Name and Address

13. Type of Report and Period Covered

Office of University Programs, Research and Special Programs Administration

US Department of Transportation

400 Seventh Street, SW

Washington DC 20590-0001

 

Final Report

 

 

14. Sponsoring Agency Code

 

 

 

15.  Supplementary Notes

 

 

16. Abstract

Microscopic traffic simulation models are very powerful tools as they provide inexpensive, fast, and risk-free evaluation environment. They not only provide the simulation of scenarios that cannot be practically tested in real world conditions, but also allow various network wide performance measures including travel times, delay and emissions. In addition, traffic simulation models are also being used extensively in Intelligent Transportation Systems (ITS) researches. However, there is a need to develop appropriate methodology and gain experience in practical usage of traffic simulation models to evaluate ITS deployments.  In this study, the procedure relevant to building a microscopic traffic simulation-based test-bed for ITS applications is presented.

This thesis describes the entire process for building a microscopic traffic simulation-based test-bed for ITS using a case study. The process consists of building a basic traffic simulation network, the API development for coordinated actuated signal control and, the dynamic O-D matrix estimation for the network. In order to estimate the dynamic O-D matrix, an approach using GA and QUEENSOD method coupled with traffic simulation model is introduced. Some findings during making the simulation test-bed are also presented. The findings are very useful for developing a simulation-based test-bed because the lessons learned from this study can reduce trial-and-errors and efforts needed.

17 Key Words

18. Distribution Statement

Intelligent Transportation Systems (ITS), evaluation, microscopic traffic simulation

No restrictions. This document is available to the public.

 


Abstract

Microscopic traffic simulation models are very powerful tools as they provide inexpensive, fast, and risk-free evaluation environment. They not only provide the simulation of scenarios that cannot be practically tested in real world conditions, but also allow various network wide performance measures including travel times, delay and emissions. In addition, traffic simulation models are also being used extensively in Intelligent Transportation Systems (ITS) researches. However, there is a need to develop appropriate methodology and gain experience in practical usage of traffic simulation models to evaluate ITS deployments.  In this study, the procedure relevant to building a microscopic traffic simulation-based test-bed for ITS applications is presented.

This thesis describes the entire process for building a microscopic traffic simulation-based test-bed for ITS using a case study. The process consists of building a basic traffic simulation network, the API development for coordinated actuated signal control and, the dynamic O-D matrix estimation for the network. In order to estimate the dynamic O-D matrix, an approach using GA and traffic simulation model is introduced in Chapter 5. Some findings during making the simulation test-bed are presented in Chapter 3, 4 and 5. The findings are very useful for developing a simulation-based test-bed because the lessons learned from this study can reduce trial-and-errors and efforts needed.

 


Table of Contents

Chapter                                                                                                                     Page

1          Introduction                                                                                             1     

            1.1 BACKGROUND                                                                                         1     

1.2 PROBLEM STATEMENT                                                                            2     

            1.3 RESEARCH OBJECTIVES AND METHODOLOGY                                  4     

            1.4 SCOPE OF STUDY                                                                                      5     

            1.5 ORGANIZATION OF THIS THESIS                                                           5     

 

2          Literature Review                                                                                  6

            2.1 INTRODUCTION                                                                                        6

            2.2 DYNAMIC O-D MATRIX ESTIMATION2.2.1 STATIC O-D                    6

ESTIMATION

2.2.1 Static O-D Estimation                                                                           6

2.2.2 Dynamic O-D Estimation                                                                       8

2.2.3 Estimation of Temporal Route Choice for Dynamic O-D                       16

 Estimation     

            2.3 GENETIC ALGORITHM                                                               17

2.3.1 Introduction                                                                                         18

2.3.2 Mechanisms of Genetic Algorithm                                                       18

2.3.3 Genetic Algorithms in O-D Estimation                                                  24

2.4 TRAFFIC SIMULATION MODEL IN ITS EVALUATION                     27

2.5 SUMMARY                                                                                               28

 

3          a development of large scale case study               29

            simulation network

            3.1 INTRODUCTION                                                                                     29

            3.2 MICROSCOPIC SIMULATION MODEL SELECTION              30

            3.3 MICROSCOPIC SIMULATION MODEL, PARAMICS              33

3.3.1 User Interface                                                                                     33

3.3.2 Network Structure                                                                              33

3.3.3 Traffic Generation and Assignment                                                      33

3.3.4 Signal Control in PARAMICS                                                            34

3.3.5 API in PARAMICS                                                                           34

3.3.6 Model Weaknesses                                                                            35

            3.4 PARAMICS NETWORK                                                                           35

3.4.1 Network Building                                                                               35

3.4.2 Signal Control Logics                                                              39

3.4.3 Parameter Setting                                                                               39

3.4.4 Simulation                                                                                            39

3.4.5 Visualization                                                                           40


Chapter                                                                                                                   Page

 

3.5 DEVELOPMENT OF AN API FOR COORDINATED                             42

                  ACTUATED SIGNALS

3.5.1 Geometry of Intersection and Detectors                                              42

3.5.2 Yellow Change Interval                                                                       44

3.5.3 New Phase Sequence for API                                                            45

3.5.4 Input Data Structure                                                                           47

3.5.5 Control Logic                                                                                     49

3.5.6 Fully Actuated Signal Control and T-intersection                                 50

3.6 SUMMARY                                                                                               51

 

4          BUILDING Dynamic O-D Estimation Models