Using taxi GPS data for macroscopic traffic monitoring in large scale urban networks: calibration and MFD derivation

A two-Fluid Model (TFM) of urban traffic provides the macroscopic description of traffic state. The TFMs parameters are hard to calibrate, particularly for the dynamic traffic conditions. This leads to the TFM often being used to compare the quality of service through the plot of stopping time versus trip time of the vehicles in the network. Recently, the taxi GPS data has been applied to predict the traffic condition at the network level. Despite the network-wide coverage of the taxi GPS probe data, the penetration rate of taxis in the network traffic is still a vital and challenging issue for traffic estimation purpose. It is necessary to estimate penetration rate of taxis by combining with other data sources. Here, we propose a novel approach to fill two gaps: TFM parameter calibration and the taxis penetration rate. This method stretches the description of TFM to a zone size. The method is applied to real Changsha city GPS data, calibrating the parameters. The macroscopic fundamental diagram of the large-scale city is derived. For the Changsha case, running speed is the super-linear power law of the fraction of running cars; the fraction of stopping time is nearly linear power law of density, which can be an alternative of the density. The proposed method enables the calibration of TFM parameters and macroscopic traffic monitoring at urban scale using only GPS data.

[1]  Jack Haddad,et al.  Robust perimeter control design for an urban region , 2014 .

[2]  Robert Herman,et al.  Trip time-stop time studies of extreme driver behaviors , 1988 .

[3]  Markos Papageorgiou,et al.  Urban congestion gating control based on reduced operational network fundamental diagrams , 2013 .

[4]  Lukas Ambühl,et al.  Data fusion algorithm for macroscopic fundamental diagram estimation , 2016 .

[5]  Christine Buisson,et al.  Exploring the Impact of Homogeneity of Traffic Measurements on the Existence of Macroscopic Fundamental Diagrams , 2009 .

[6]  Hani S. Mahmassani,et al.  Network traffic flow theory: Microscopic simulation experiments on supercomputers , 1990 .

[7]  Markos Papageorgiou,et al.  Controller Design for Gating Traffic Control in Presence of Time-delay in Urban Road Networks , 2015 .

[8]  N. Geroliminis,et al.  A three-dimensional macroscopic fundamental diagram for mixed bi-modal urban networks , 2014 .

[9]  Nikolas Geroliminis,et al.  Cooperative traffic control of a mixed network with two urban regions and a freeway , 2013 .

[10]  N. Geroliminis,et al.  Existence of urban-scale macroscopic fundamental diagrams: Some experimental findings - eScholarship , 2007 .

[11]  Vinayak Dixit,et al.  Integrity of estimates of the two-fluid model and gender impacts , 2015 .

[12]  Siamak Ardekani,et al.  INFLUENCE OF URBAN NETWORK FEATURES ON QUALITY OF TRAFFIC SERVICE , 1992 .

[13]  Robert Herman,et al.  TRIP TIME VERSUS STOP TIME AND FUEL CONSUMPTION CHARACTERISTICS IN CITIES , 1981 .

[14]  Nikolaos Geroliminis,et al.  Estimating MFDs in Simple Networks with Route Choice. , 2013 .

[15]  Hani S. Mahmassani,et al.  TRAFFIC SCIENCE : PERSPECTIVES ON FUTURE RESEARCH , 1985 .

[16]  Serge P. Hoogendoorn,et al.  Empirics of a Generalized Macroscopic Fundamental Diagram for Urban Freeways , 2013 .

[17]  Vikash V. Gayah,et al.  On the impacts of locally adaptive signal control on urban network stability and the Macroscopic Fundamental Diagram , 2014 .

[18]  Mohamed Abdel-Aty,et al.  Quality of traffic flow on urban arterial streets and its relationship with safety. , 2011, Accident; analysis and prevention.

[19]  I. Prigogine,et al.  A Two-Fluid Approach to Town Traffic , 1979, Science.

[20]  Vikash V. Gayah,et al.  Clockwise Hysteresis Loops in the Macroscopic Fundamental Diagram , 2010 .

[21]  Hesham Rakha,et al.  Deriving macroscopic fundamental diagrams from probe data: Issues and proposed solutions , 2016 .

[22]  Vinayak Dixit,et al.  Behavioural foundations of two-fluid model for urban traffic , 2013 .

[23]  Hani S. Mahmassani,et al.  INVESTIGATION OF NETWORK-LEVEL TRAFFIC FLOW RELATIONSHIPS: SOME SIMULATION RESULTS , 1984 .

[24]  C. Daganzo,et al.  Effects of Turning Maneuvers and Route Choice on a Simple Network , 2011 .

[25]  Eilyan Bitar,et al.  Dynamic Model for estimating the Macroscopic Fundamental Diagram , 2016 .

[26]  Vikash V. Gayah,et al.  Using Mobile Probe Data and the Macroscopic Fundamental Diagram to Estimate Network Densities , 2013 .

[27]  Siamak Ardekani,et al.  Characterizing Traffic Conditions in Urban Areas , 1984, Transp. Sci..

[28]  Nikolas Geroliminis,et al.  Dynamics of heterogeneity in urban networks: aggregated traffic modeling and hierarchical control , 2015 .

[29]  Markos Papageorgiou,et al.  Exploiting the fundamental diagram of urban networks for feedback-based gating , 2012 .

[30]  Jorge A. Laval,et al.  Stochastic Approximations for the Macroscopic Fundamental Diagram of Urban Networks , 2015 .

[31]  Vinayak Dixit,et al.  Comparison of Driver Behavior by Time of Day and Wet Pavement Conditions , 2012 .