TECHNICAL PAPERS
Jul 1, 1997

Traffic Flow Forecasting: Comparison of Modeling Approaches

Publication: Journal of Transportation Engineering
Volume 123, Issue 4

Abstract

The capability to forecast traffic volume in an operational setting has been identified as a critical need for intelligent transportation systems (ITS). In particular, traffic volume forecasts will support proactive, dynamic traffic control. However, previous attempts to develop traffic volume forecasting models have met with limited success. This research effort focused on developing traffic volume forecasting models for two sites on Northern Virginia's Capital Beltway. Four models were developed and tested for the freeway traffic flow forecasting problem, which is defined as estimating traffic flow 15 min into the future. They were the historical average, time-series, neural network, and nonparametric regression models. The nonparametric regression model significantly outperformed the other models. A Wilcoxon signed-rank test revealed that the nonparametric regression model experienced significantly lower errors than the other models. In addition, the nonparametric regression model was easy to implement, and proved to be portable, performing well at two distinct sites. Based on its success, research is ongoing to refine the nonparametric regression model and to extend it to produce multiple interval forecasts.

Get full access to this article

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

References

1.
Altman, N. S. (1992). “An introduction to kernel and nearest-neighbor nonparametric regression.”The Am. Statistician, (Aug.), 175–185.
2.
Cheslow M., Hatcher, S. G., and Patel, V. M. (1992). “An initial evaluation of alternative intelligent vehicle highway systems architectures.”MITRE Rep. 92W0000063.
3.
Davis, G. A., and Nihan, N. L. (1991). “Nonparametric regression and short-term freeway traffic forecasting.”J. Transp. Engrg., ASCE, 178–188.
4.
Highway capacity manual. (1994). Transp. Res. Board (TRB), Washington, D.C., Spec. Rep. 209.
5.
Jeffrey, D. J., Russam, K., and Robertson, D. I. (1987). “Electronic route guidance by AUTOGUIDE: the research background.”Traffic Engrg. and Control, 525–529.
6.
Karlsson, M., and Yakowitz, S. (1987). “Rainfall-runoff forecasting methods, old and new.”Stochastic Hydro. and Hydr., 303–318.
7.
Kaysi, I., Ben-Akiva, M., and Koutsopoulos, H. (1993). “An integrated approach to vehicle routing and congestion prediction for real-time driver guidance.”Transp. Res. Rec. 1408, Transp. Res. Board, Washington, D.C., 66–74.
8.
Kim, C., and Hobeika, A. G. (1993). “A short-term demand forecasting model from real-time traffic data.”Working Paper, Virginia Polytech Ctr. for Transp. Res., Blacksburg, Va.
9.
McShane, W. R., and Roess, R. P. (1990). Traffic engineering. Prentice-Hall, Inc., Englewood Cliffs, N.J.
10.
Okutani, I., and Stephanedes, Y. J. (1984). “Dynamic prediction of traffic volume through Kalman filtering theory.”Transp. Res. Part B, 1–11.
11.
Stephanedes, Y. J., Michalopoulos, P. G., and Plum, R. A. (1981). “Improved estimation of traffic flow for real-time control.”Transp. Res. Rec. 795, Transp. Res. Board, Washington, D.C., 28–39.
12.
Terry, W. R., Lee, J. B., and Kumar, A. (1986). “Time series analysis in acid rain modeling: evaluation of filling missing values by linear interpolation.”Atmospheric Environment, 1941–1945.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 123Issue 4July 1997
Pages: 261 - 266

History

Published online: Jul 1, 1997
Published in print: Jul 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Brian L. Smith
Sr. Res. Sci., Virginia Transp. Res. Council, 530 Edgemont Rd., Charlottesville, VA 22903.
Michael J. Demetsky, Fellow, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Virginia, Charlottesville, VA.

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