Aggregate calibration of microscopic traffic simulation models

The problem of calibration of microscopic simulation models with aggregate data has received significant attention in recent years. But day-to-day variability in inputs such as travel demand has not been considered. In this thesis, a general formulation has been proposed for the problem in the presence of multiple days of data. The formulation considers the day-to-day variability in all the inputs to the simulation model. It has then been formulated using Generalized least squares (GLS) approach. The solution methodology for this problem has been proposed and the feasibility of this methodology has been shown with the help of two case studies. One of them is with an experimental network and the other is with network from Southampton, UK. The results indicate that estimation of day-to-day OD flows is feasible. They also reinforce the importance of having good apriori information on the OD flows and locating the sensors so as to obtain maximum information. Thesis Supervisor: Moshe E. Ben-Akiva Title: Edmund K. Turner Professor Department of Civil and Environmental Engineering Thesis Supervisor: Tomer Toledo Title: Research Associate Department of Civil and Environmental Engineering

[1]  Ennio Cascetta,et al.  Dynamic Estimators of Origin-Destination Matrices Using Traffic Counts , 1993, Transp. Sci..

[2]  Haris N. Koutsopoulos,et al.  Calibration and Validation of Microscopic Traffic Simulation Tools: Stockholm Case Study , 2003 .

[3]  Gang-Len Chang,et al.  ESTIMATION OF DYNAMIC O-D DISTRIBUTIONS FOR URBAN NETWORKS.. , 1996 .

[4]  Mathew Kurian Calibration of a microscopic traffic simulator , 2000 .

[5]  Jon Alan Bottom,et al.  Consistent anticipatory route guidance , 2000 .

[6]  Angus P. Davol,et al.  Modeling of traffic signal control and transit signal priority strategies in a microscopic simulation laboratory , 2001 .

[7]  Philip J Tarnoff,et al.  DEVELOPMENT OF ADVANCED TRAFFIC SIGNAL CONTROL STRATEGIES FOR INTELLIGENT TRANSPORTATION SYSTEMS: MULTILEVEL DESIGN , 1995 .

[8]  M. Bell THE ESTIMATION OF ORIGIN-DESTINATION MATRICES BY CONSTRAINED GENERALISED LEAST SQUARES , 1991 .

[9]  Michael Scott Ramming,et al.  NETWORK KNOWLEDGE AND ROUTE CHOICE , 2002 .

[10]  M. Maher INFERENCES ON TRIP MATRICES FROM OBSERVATIONS ON LINK VOLUMES: A BAYESIAN STATISTICAL APPROACH , 1983 .

[11]  Haris N. Koutsopoulos,et al.  Simulation Laboratory for Evaluating Dynamic Traffic Management Systems , 1997 .

[12]  Van Hai Tran,et al.  Validation of microscopic traffic simulation models , 2005 .

[13]  Ramachandran Balakrishna,et al.  Calibration of the demand simulator in a dynamic traffic assignment system , 2002 .

[14]  Henk J van Zuylen,et al.  The most likely trip matrix estimated from traffic counts , 1980 .

[15]  K. Ahmed Modeling drivers' acceleration and lane changing behavior , 1999 .

[16]  Qi Yang,et al.  A SIMULATION LABORATORY FOR EVALUATION OF DYNAMIC TRAFFIC MANAGEMENT SYSTEM , 1997 .

[17]  Meenakshy Vasudevan,et al.  Field applications of CORSIM: I-40 freeway design evaluation, Oklahoma City, OK , 1998, 1998 Winter Simulation Conference. Proceedings (Cat. No.98CH36274).

[18]  Sue McNeil,et al.  A Regression Formulation of the Matrix Estimation Problem , 1985, Transp. Sci..

[19]  Moshe Ben-Akiva,et al.  Development and Calibration of a Large-Scale Microscopic Traffic Simulation Model , 2004 .

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

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

[22]  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..

[23]  M. Cremer,et al.  A new class of dynamic methods for the identification of origin-destination flows , 1987 .

[24]  Baher Abdulhai,et al.  Simulation of ITS on the Irvine FOT Area Using "Paramics 1.5" Scalable Microscopic Traffic Simulator: Phase I: Model Calibration and Validation , 1999 .

[25]  Haris N. Koutsopoulos,et al.  Calibration of Microscopic Traffic Simulation Models with Aggregate Data , 2004 .

[26]  Deepak Darda,et al.  Joint calibration of a microscope traffic simulator and estimation of origin-destination flows , 2002 .

[27]  Sang Nguyen,et al.  A unified framework for estimating or updating origin/destination matrices from traffic counts , 1988 .

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

[29]  H. Spiess A MAXIMUM LIKELIHOOD MODEL FOR ESTIMATING ORIGIN-DESTINATION MATRICES , 1987 .