Abstract

To determine the control strategy at intersections adjacent to the expressway on-ramp, a route identification method based on empirical mode decomposition (EMD) and dynamic time warping (DTW) is established. First, the de-noise function of EMD method is applied to eliminate disturbances and extract features and trends of traffic data. Then, DTW is used to measure the similarity of traffic volume time series between intersection approaches and expressway on-ramp. Next, a three-dimensional feature vector is built for every intersection approach traffic flow, including DTW distance, space distance between on-ramp and intersection approach, and intersection traffic volume. Fuzzy C-means clustering method is employed to cluster intersection approaches into classifications and identify critical routes carrying the most traffic to the on-ramp. The traffic data are collected by inductive loops at Xujiahui on-ramp of North and South Viaduct Expressway and surrounding intersections in Shanghai, China. The result shows that the proposed method can achieve route classification among intersections for different time periods in one day, and the clustering result is significantly influenced by three dimensions of traffic flow feature vector. As an illustrative example, micro-simulation models are built with different control strategies. The simulation shows that the coordinated control of critical routes identified by the proposed method has a better performance than coordinated control of arterial roads. Conclusions demonstrated that the proposed route identification method could provide a theoretical basis for the coordinated control of traffic signals among intersections and on-ramp.

Highlights

  • With increasing congestion problems of urban tra c, many expressway on-ramp are usually congested, especially during the morning and evening peak periods

  • A large area is divided into small areas, and internal function or state within these subareas are similar. is control mode can achieve real-time tra c control and improve the stability of the system. e sub-area division process rstly chooses a key intersection on the basis of tra c volume, the division will be nished based on principles of distance, saturation, and the correlation of key intersection and intersections [4]. e subarea division is to identify whether control performance can be improved when subarea coordinated mode is implemented to adjacent intersections

  • If the performance can be improved, the adjacent intersections should be divided into one subarea. erefore, a straightforward method for subarea division is to calculate and compare di erent control performances of di erent signal-controlling modes. is method is time-consuming for a large area of intersections

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Summary

Introduction

With increasing congestion problems of urban tra c, many expressway on-ramp are usually congested, especially during the morning and evening peak periods. Congestion is frequently spread to ground intersections or roads through the oversaturated on-ramp To solve this problem, scholars began to pay attention to coordinated control of on-ramp and adjacent intersections to improve the overall operation e ciency of tra c system [1]. Subarea control method can improve the e ciency of tra c in an intersection area [5]. E second coordinated control mode is arterial road control, it can achieve the control of Journal of Advanced Transportation intersections on arterial roads with green wave This method only considers the line control on arterial roads, and it cannot guarantee the best e ect in an area when some branch roads with high tra c demand need to be controlled.

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