Dynamic Origin-Destination Matrix Estimation Based on Urban Rail Transit AFC Data: Deep Optimization Framework with Forward Passing and Backpropagation Techniques

Abstract

At present, the existing dynamic OD estimation methods in an urban rail transit network still need to be improved in the factors of the time-dependent characteristics of the system and the estimation accuracy of the results. This study focuses on predicting the dynamic OD demand for a time of period in the future for an urban rail transit system. We propose a nonlinear programming model to predict the dynamic OD matrix based on historic automatic fare collection (AFC) data. This model assigns the passenger flow to the hierarchical flow network, which can be calibrated by backpropagation of the first-order gradients and reassignment of the passenger flow with the updated weights between different layers. The proposed model can predict the time-varying OD matrix, the number of passengers departing at each time, and the travel time spent by passengers, of which the results are shown in the case study. Finally, the results indicate that the proposed model can effectively obtain a relatively accurate estimation result. The proposed model can integrate more traffic characteristics than traditional methods and provides an effective and hierarchical passenger flow estimation framework. This study can provide a rich set of passenger demand for advanced transit planning and management applications, for instance, passenger flow control, adaptive travel demand management, and real-time train scheduling.

An Evaluation Method of Road Link Functionality Using Individual Trajectory Data and Weighted Network Analysis

“…Therefore, to identify the roles and functions of the roadways, it is significant to analyze not only the physical characteristics of the road (e.g., number of lanes, width, length, speed limit) but also how travel occurs on the road. Previous studies have used origin and destination (O-D) information [9][10][11], but traffic flow and network analysis using only O-D data have limitations in identifying detailed functionalities of roads. How much traffic occurs and ends on the road is also an essential characteristic.…”