TECHNICAL PAPERS
Apr 1, 2006

Neural Network-Wavelet Microsimulation Model for Delay and Queue Length Estimation at Freeway Work Zones

Publication: Journal of Transportation Engineering
Volume 132, Issue 4

Abstract

Recently, the writers developed a new mesoscopic-wavelet model for simulating freeway traffic flow patterns and extracting congestion characteristics. As an extension of that research, in this paper, a new neural network-wavelet microsimulation model is presented to track the travel time of each individual vehicle for traffic delay and queue length estimation at work zones. The model incorporates the dynamics of a single vehicle in changing traffic flow conditions. The extracted congestion characteristics obtained from the mesoscopic-wavelet model are used in a Levenberg–Marquardt backpropagation (BP) neural network for classifying the traffic flow as free flow, transitional flow, and congested flow with stationary queue. The neural network model is trained using simulated data and tested using both simulated and real data. The computational model presented is applied to five examples of freeways with two and three lanes and one lane closure with varying entry flow or demand patterns. The new microsimulation model is more accurate than macroscopic models and substantially more efficient than microscopic models.

Get full access to this article

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

References

Adeli, H. (2001). “Neural networks in civil engineering: 1989–2000.” Comput. Aided Civ. Infrastruct. Eng., 16(2), 126–142.
Adeli, H., and Ghosh-Dastidar, S. (2004). “Mesoscopic-wavelet freeway work zone flow and congestion feature extraction model.” J. Transp. Eng. 130(1), 94–103.
Adeli, H., and Hung, S. L. (1994). “An adaptive conjugate gradient learning algorithm for effective training of multilayer neural networks.” Appl. Math. Comput., 62(1), 81–102.
Adeli, H., and Hung, S. L. (1995). Machine learning—Neural networks, genetic algorithms, and fuzzy systems, Wiley, New York.
Adeli, H., and Karim, A. (2000). “Fuzzy-wavelet RBFNN model for freeway incident detection.” J. Transp. Eng., 126(6), 464–471.
Adeli, H., and Park, H. S. (1998). Neurocomputing for design automation, CRC, Boca Raton, Fla.
Adeli, H., and Samant, A. (2000). “An adaptive conjugate gradient neural network-wavelet model for traffic incident detection.” Comput. Aided Civ. Infrastruct. Eng., 15(4), 251–260.
Benekohal, R. F., Kaja-Mohideen, A.-Z., and Chitturi, M. V. (2003). “Evaluation of construction work zone operational issues: Capacity, queue, and delay.” Rep. No. ITRC FR 00/01-4, Illinois Transportation Research Center, Illinois Department of Transportation, Edwardsville, Ill.
Bloomberg, L., and Dale, J. (2000). “Comparison of VISSIM and CORSIM traffic simulation models on a congested network.” Transportation Research Record 1727, Transportation Research Board, Washington, D.C., 52–60.
Bose, N. K., and Liang, P. (1996). Neural network fundamentals with graphs, algorithms and applications, McGraw-Hill, New York.
Cassidy, M. J., and Bertini, R. L. (1999). “Some traffic features at freeway bottlenecks.” Transp. Res., Part B: Methodol., 33, 25–42.
Daganzo, C. F. (1997). “A continuum theory of traffic dynamics for freeways with special lanes.” Transp. Res., Part B: Methodol., 31(2), 83–102.
Daganzo, C. F., Lin, W., and Castillo, J. M. (1997). “A simple physical principle for the simulation of freeways with special lanes and priority vehicles.” Transp. Res., Part B: Methodol., 31(2), 103–125.
Ghosh-Dastidar, S., and Adeli, H. (2003). “Wavelet-clustering-neural network model for freeway incident detection.” Comput. Aided Civ. Infrastruct. Eng., 18(5), 325–338.
Hagan, M. T., Demuth, H. B., and Beale, M. (1996). Neural network design, PWS, Boston.
Hasebe, K., Nakayama, A., and Sugiyama, Y. (1999). “Exact traveling cluster solutions of differential equations with delay for a traffic flow model.” Traffic and granular flow, D. Helbing, H. J. Herrmann, M. Schreckenberg, and D. E. Wolf, eds., Springer, New York, 413–418.
Highway capacity manual (HCM). (2000). Transportation Research Record, National Research Council, Washington, D.C.
Jiang, X., and Adeli, H. (2004). “Wavelet packet-autocorrelation function method for traffic flow pattern analysis.” Comput. Aided Civ. Infrastruct. Eng., 19(5), 324–337.
Jiang, Y. (1999). “A model for estimating excess user costs at highway work zones.” Transportation Research Record 1657, Transportation Research Board, Washington, D.C., 31–41.
Karim, A., and Adeli, H. (2002). “Comparison of fuzzy-wavelet radial basis function neural network freeway incident detection model with California algorithm.” J. Transp. Eng., 128(1), 21–30.
Kerner, B. S. (1999). “Congested traffic flow: Observations and theory.” Transportation Research Record 1678, Transportation Research Board, Washington, D.C., 160–167.
Mathworks. (2000). Neural network toolbox for use with MATLAB: User’s guide, Version 4, Mathworks Inc. ⟨http://www.mathworks.com
MITRETEK Systems. (2000). QuickZone delay estimation program beta, Version 0.91: User guide, Federal Highway Administration, United States Department of Transportation, McLean, Va.
Neubert, L., Santen, L., Schadschneider, A., and Schreckenberg, M. (1999). “Statistical analysis of freeway traffic.” Traffic and granular flow, D. Helbing, H. J. Herrmann, M. Schreckenberg, and D. E. Wolf, eds., Springer, New York, 307–314.
Newell, G. F. (1998). “A moving bottleneck.” Transp. Res., Part B: Methodol., 32(8), 531–537.
Newell, G. F. (1999). “Delays caused by a queue at a freeway exit ramp.” Transp. Res., Part B: Methodol., 33, 337–350.
Papageorgiou, M., Blosseville, J., and Hadj-Salem, H. (1990). “Modeling and real-time control of traffic flow on the southern part of Boulevard Peripherique in Paris. Part I: Modeling.” Transp. Res., Part A, 24A(5), 345–359.
Park, B., Messer, C. J., and Urbanik, T. (1998). “Short-term freeway traffic volume forecasting using radial basis function neural network.” Transportation Research Record 1651, Transportation Research Board, Washington, D.C., 39–47.
Samant, A., and Adeli, H. (2001). “Enhancing neural network incident detection algorithms using wavelets.” Comput. Aided Civ. Infrastruct. Eng., 16(4), 239–245.
Son, Y. T. (1999). “Queuing delay models for two-lane highway work zones.” Transp. Res., Part B: Methodol., 33, 459–471.
Suzuki, H., Nakatsuji, T., Tanaboriboon, Y., and Takahashi, K. (2000). “Dynamic estimation of origin–destination travel time and flow on a long freeway corridor: Neural Kalman filter.” Transportation Research Record 1739, Transportation Research Board, Washington, D.C., 67–75.
Treiber, M., Hennecke, A., and Helbing, D. (2000). “Congested traffic states in empirical observations and microscopic simulations.” Phys. Rev. E, 62(2), 1805–1824.
United States Department of Transportation (USDOT). (1999). Traffic software integrated system, Version 4.3: User guide, Federal Highway Administration, United States Department of Transportation, McLean, Va.
Zhang, H., Ritchie, S. G., and Lo, Z. (1997). “Macroscopic modeling of freeway traffic using an artificial neural network.” Transportation Research Record 1588, Transportation Research Board, Washington, D.C., 110–119.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 4April 2006
Pages: 331 - 341

History

Received: Jul 29, 2004
Accepted: Oct 6, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Samanwoy Ghosh-Dastidar
Graduate Student, Dept. of Civil and Environmental Engineering and Geodetic Science, Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210.
Hojjat Adeli, Hon.M.ASCE [email protected]
Lichtenstein Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210 (corresponding author). E-mail: [email protected]

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