TECHNICAL PAPERS
Jan 1, 1984

Simulation Model Applied to Japanese Expressway

Publication: Journal of Transportation Engineering
Volume 110, Issue 1

Abstract

In Japanese expressway systems, congestion occurs on many sections around large urban areas. In order to investigate countermeasures for these bottleneck sections, a traffic simulation model is developed which computes traffic flow characteristics and traces the behavior of congestions under given traffic demands. A 24 km study section was selected from Meishin expressway in Osaka where congestion occurs from two tunnels almost every morning during peak period. An extensive traffic survey was conducted making use of aerial photography, video camera recording and floating tests. A simulation model for traffic flow through bottlenecks was developed on the basis of the results of the traffic survey. The expressway bottleneck simulation model was a macroscopic model based upon the theory of compressible fluid. The results of the simulation model are satisfactory. The output from the model shows that the model pursues the behavior of congested areas and that the travel time through the study section computed from the model output agrees with the actual measurements from the floating test.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Cillers, M. P., May, A. D., and Cooper, R., “Development and Application of a Freeway Priority‐Lane Model,” Transportation Research Record, No. 722, 1979, pp. 16–26.
2.
Hom, R. E., and Fillifillan, W. E., “Bay Area Freeway Operations Study, Sixth Interim Report,” Institute of Transportation and Traffic Engineering, University of California, Berkeley, Calif., Mar., 1969.
3.
“Interpretation and Usage of Policy on Geometric Design of Highways,” Japan Road Associations, Nov., 1970, pp. 47–64.
4.
Lighthill, M. J., “On Kinematic Waves; A Theory of Traffic Flow on Long Crowded Road,” Proceedings, Royal Society of London, Part A, Vol. 299, No. 1178, May, 1955.
5.
Makigami, Y., and Woodie, W. L., “Freeway Travel Time Evaluation Technique,” Highway Research Record, No. 223, 1970, pp. 33–45.
6.
Makigami, Y., Woodie, W. L., and May, A. D., “Bay Area Freeway Operations Study, Final Report, Part I, Freeway Model,” Institute of Transportation and Traffic Engineering, University of California, Berkeley, Calif., Aug., 1970.
7.
Masaki, H., et al., “On Analysis of Traffic Stream on Keio Toll Road,” presented at the 22nd Symposium on Business Activities and Research in Japan Highway Public Corporation, Nov., 1980, pp. 850–854.
8.
Wang, J. J., and May, A. D., “Computer Model for Optimal Freeway On‐Ramp Control,” Highway Research Record, No. 469, 1973, pp. 16–39.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 110Issue 1January 1984
Pages: 94 - 111

History

Published online: Jan 1, 1984
Published in print: Jan 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Yasuji Makigami
Prof. of Civ. Engrg., Faculty of Engrg. and Sci., Ritsumeikan Univ., Kita‐ku, Kyoto, Japan
Tsunehiko Nakanishi
Asst. Prof. of Electric Engrg., Faculty of Engrg. and Sci., Ritsumeikan Univ., Kita‐ku, Kyoto, Japan
Kim Seill
Grad. Student, Transportation Engrg., Kyoto Univ., Sakyo‐ku, Kyoto, Japan

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share