New Gradient Approximation Method for Dynamic Origin–Destination Matrix Estimation on Congested Networks

In origin–destination (O-D) estimation methods, the relationship between the link flows and the O-D flows is typically approximated by a linear function described by the assignment matrix that corresponds with the current estimate of the O-D flows. However, this relationship implicitly assumes the link flows to be separable; this assumption leads to biased results in congested networks. The use of a different linear approximation of the relationship between O-D flows and link flows has been suggested to take into account link flows being nonseparable. However, deriving this relationship is cumbersome in terms of computation time. In this paper, the use of marginal computation (MaC) is proposed. MaC is a computationally efficient method that performs a perturbation analysis, with the use of kinematic wave theory principles, to derive this relationship. The use of MaC for dynamic O-D estimation was tested on a study network and on a real network. In both cases the proposed methodology performed better than traditional O-D estimation approaches, and thereby showed its merit.

[1]  Hai Yang Heuristic algorithms for the bilevel origin-destination matrix estimation problem , 1995 .

[2]  Steven Logghe,et al.  Multicommodity Link Transmission Model for Dynamic Network Loading , 2006 .

[3]  Ennio Cascetta,et al.  Transportation Systems Engineering: Theory and Methods , 2001 .

[4]  E. Cascetta Estimation of trip matrices from traffic counts and survey data: A generalized least squares estimator , 1984 .

[5]  Maria Nadia Postorino,et al.  Fixed Point Approaches to the Estimation of O/D Matrices Using Traffic Counts on Congested Networks , 2001, Transp. Sci..

[6]  Qiang Meng,et al.  Simultaneous Estimation of the Origin-Destination Matrices and Travel-Cost Coefficient for Congested Networks in a Stochastic User Equilibrium , 2001, Transp. Sci..

[7]  Chris Tampère,et al.  Marginal Dynamic Network Loading for Large-scale Simulation-Based Applications , 2011 .

[8]  C.D.R. Lindveld Dynamic O-D Matrix Estimation: A Behavioural Approach , 2003 .

[9]  Francesco Viti,et al.  The Effects of Dynamic Network Loading Models on DTA-based OD Estimation , 2008 .

[10]  F. Viti,et al.  How important is capturing congestion dynamics in dynamic OD estimation , 2010 .

[11]  Hossein Tavana,et al.  Internally-consistent estimation of dynamic network origin-destination flows from intelligent transportation systems data using bi-level optimization , 2001 .

[12]  Moshe E. Ben-Akiva,et al.  Alternative Approaches for Real-Time Estimation and Prediction of Time-Dependent Origin-Destination Flows , 2000, Transp. Sci..

[13]  Moshe E. Ben-Akiva,et al.  Estimation and Prediction of Time-Dependent Origin-Destination Flows with a Stochastic Mapping to Path Flows and Link Flows , 2002, Transp. Sci..

[14]  Ernesto Cipriani,et al.  Investigating the efficiency of a gradient approximation approach for solution of dynamic demand estimation problem , 2008 .

[15]  James C. Spall,et al.  AN OVERVIEW OF THE SIMULTANEOUS PERTURBATION METHOD FOR EFFICIENT OPTIMIZATION , 1998 .

[16]  Francesco Viti,et al.  A density-based dynamic OD estimation method that reproduces within-day congestion dynamics , 2010, 13th International IEEE Conference on Intelligent Transportation Systems.

[17]  Haris Koutsopoulos,et al.  Incorporating within-Day Transitions in Simultaneous Offline Estimation of Dynamic Origin-Destination Flows without Assignment Matrices , 2008 .

[18]  I. Okutani THE KALMAN FILTERING APPROACHES IN SOME TRANSPORTATION AND TRAFFIC PROBLEMS , 1987 .

[19]  F. Viti,et al.  Dynamic origin–destination estimation in congested networks: theoretical findings and implications in practice , 2013 .