TOWARD INTELLIGENT VARIABLE MESSAGE SIGNS IN FREEWAY WORK ZONES: NEURAL NETWORK MODEL

An increasingly popular method of managing freeway traffic is to use variable message signs (VMS). A neural network model is presented for real-time control of a VMS system in freeway work zones. The neural network is trained to detect the start of a queue in a work zone and provide a message in the freeway upstream. The travelers are informed about the congestion in a work zone when a queue starts to form. The intelligent VMS system can be trained with data for different periods within a day, such as morning and evening rush hours, nonrush hours during the day, and night, for a more detailed traffic flow prediction over the period of one day. Two different neural network training rules are used: the simple backpropagation (BP) and the Levenberg-Marquardt BP algorithms. The network is trained using data adapted from the measured data. Based on different numerical experiments it is observed that the convergence speed of the Levenberg-Marquardt BP algorithm is at least one order of magnitude faster than the simple BP algorithm for the work zone traffic queue detection problem.

[1]  Hojjat Adeli,et al.  Machine Learning: Neural Networks, Genetic Algorithms, and Fuzzy Systems , 1994 .

[2]  Hyo Seon Park,et al.  Neurocomputing for Design Automation , 2018 .

[3]  Paul Schonfeld,et al.  Optimal work zone lengths for four-lane highways , 2001 .

[4]  Russell M Lewis WORK-ZONE TRAFFIC CONTROL CONCEPTS AND TERMINOLOGY , 1989 .

[5]  Srivatsan Srinivasan,et al.  Influence of Exposure Duration on the Effectiveness of Changeable-Message Signs in Controlling Vehicle Speeds at Work Zones , 1998 .

[6]  Hojjat Adeli,et al.  An adaptive conjugate gradient learning algorithm for efficient training of neural networks , 1994 .

[7]  Hojjat Adeli,et al.  Neural Networks in Civil Engineering: 1989–2000 , 2001 .

[8]  D. Marquardt An Algorithm for Least-Squares Estimation of Nonlinear Parameters , 1963 .

[9]  Mohammad Bagher Menhaj,et al.  Training feedforward networks with the Marquardt algorithm , 1994, IEEE Trans. Neural Networks.

[10]  J E Hummer,et al.  Capacity and delay in major freeway construction zones , 1996 .

[11]  Martin T. Hagan,et al.  Neural network design , 1995 .

[12]  Mokhtar S. Bazaraa,et al.  Nonlinear Programming: Theory and Algorithms , 1993 .

[13]  Asim Karim,et al.  Construction scheduling, cost optimization, and management : a new model based on neurocomputing and object technologies , 2001 .

[14]  David R. Martinelli,et al.  Delay estimation and optimal length for four-lane divided freeway workzones , 1996 .

[15]  Geoffrey E. Hinton,et al.  Learning internal representations by error propagation , 1986 .

[16]  Marios M. Polycarpou,et al.  Short-term forecasting of traffic delays in highway construction zones using on-line approximators , 1998 .