TECHNICAL PAPERS
Apr 15, 2003

Comparison of Four Modeling Techniques for Short-Term AADT Forecasting in Hong Kong

Publication: Journal of Transportation Engineering
Volume 129, Issue 3

Abstract

In Hong Kong, the annual traffic census report is published in the middle of the year and used to present the results of traffic volume recorded at the automatic traffic counter stations. The type of traffic volume data being widely used is the annual average daily traffic (AADT), which is estimated on the basis of the daily flows by 12 months in the whole surveyed year. In this paper, time series, neural network, nonparametric regression, and Gaussian maximum likelihood (GML) methods were adapted to develop four models for short-term prediction of the daily traffic flows by day of week and by month, as well as the AADT for the whole current year. The historical data (1994–1998) and available current-year data for 1999 partial daily flows are the input data used for model development. The results of the four models were compared with the real data for validation. The daily flows estimated by the four models were used to calculate the AADT for the current year of 1999. Based on the comparison results, the GML model appears to be the most promising and robust of these four models for extensive applications to provide the short-term traffic forecasting database for the whole territory of Hong Kong.

Get full access to this article

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

References

Ahmed, M. S., and Cook, A. R. (1979). “Analysis of freeway traffic time-series data by using Box-Jenkins techniques.” Transportation Research Record 722, Transportation Research Board, Washington, D.C., 1–9.
Bowerman, B. L., and O’Connell, R. T. (1987). Time series forecasting—Unified concepts and computer implementation. Duxbury Press, Boston.
Davis, G. A., and Nihan, N. L.(1991). “Nonparametric regression and short-term freeway traffic forecasting.” J. Transp. Eng., 117(2), 178–188.
Dochy, T. M., and Lechevallier, Y. (1995). “Short term traffic forecasting using neural network.” Transportation system: Theory and application of advanced technology, B. Liu and J. M. Blosseville, eds., Vol. 2, Pergamon, Oxford, 633–638.
Hamed, M. M., Al-Masaeid, H. R., and Bani Said, Z. M.(1995). “Short-term prediction of traffic volume in urban arterials.” J. Transp. Eng., 121(3), 249–254.
Lam, W. H. K., and Xu, J.(2000). “Estimation of AADT from short period counts in Hong Kong—A comparison between neural network method and regression analysis.” J. Adv. Transp., 34(2), 249–268.
Lin, W. H. (2001). “A Gaussian maximum likelihood formulation for short-term forecasting of traffic flow.” Proc., IEEE Intelligent Transportation System Conf., Institute of Electrical and Electronics Engineers, Oakland, Calif., 152–157.
Moorthy, C. K., and Ratcliffe, B. G.(1988). “Short term traffic forecasting using time series methods.” Transp. Plan. Technol., 12(1), 45–56.
Nihan, N. L., and Holmesland, K. O.(1980). “Use of Box and Jenkins time series technique in traffic forecasting.” Transportation, 9(2), 125–143.
Smith, B. L., and Demetsky, M. (1994). “Short-term traffic flow prediction: Neural network approach.” Transportation Research Record 1453, Transportation Research Board, Washington, D.C., 98–104.
Smith, B. L., and Demetsky, M. J.(1997). “Traffic flow forecasting: Comparison of modeling approaches.” J. Transp. Eng., 123(4), 261–266.
Tang, Y. F., and Lam, W. H. K.(2001). “Annual average daily traffic forecasts in Hong Kong.” J. East. Asia Soc. Transp. Stud., 4(3), 145–158.
Tang, Z., de Almeida, C., and Fishwick, P. A.(1991). “Time series forecasting using neural networks vs. Box-Jenkins methodology.” Simulation, 57(5), 303–310.
Transport Department. (1994–1999). The annual traffic census, Traffic and Transport Survey Division, Government of the Hong Kong SAR.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 129Issue 3May 2003
Pages: 271 - 277

History

Received: Nov 21, 2001
Accepted: Mar 25, 2002
Published online: Apr 15, 2003
Published in print: May 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Y. F. Tang
Research Student, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.
William H. K. Lam, M.ASCE
Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.
Pan L. P. Ng
Research Associate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

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