Hazard-Based Model for Estimation of Congestion Duration in Urban Rail Transit Considering Loss Minimization

Because there is a conflict between promoting the level of service and saving operation resources in passenger flow congestion management for urban rail transit (URT), the congestion duration forecast has become an important decision-support element for management optimization. This paper presents a hazard-based duration model for the purpose of accurate duration forecasting considering loss minimization for decision making. The congestion duration was modeled with a hazard-based approach and revised by a strategy imitating the Bayesian minimum risk rule. Six hundred twenty-seven congestion instances during 470 days from Metro Line 2 of Nanjing, China, were divided into a training data set and a testing data set and were used for model implementation and performance evaluation. The model estimation results indicate that the log-logistic distribution produces the best fit for congestion during weekdays according to the Akaike information criterion, and the accuracy of the duration model is high according to the mean absolute percentage error. The model was also confirmed to be stable over time in the two data sets. In addition, the contrast of losses for the median forecast and the revisionary forecast based on numerical examples in the data set shows that the forecast revising strategy realizes a considerable relative decrease in the loss caused by the randomness of duration. The results of this study are useful for URT congestion management and provide a demonstration of a revising method to reduce economic loss resulting from forecast deviation.

[1]  Hong Kam Lo,et al.  Energy minimization in dynamic train scheduling and control for metro rail operations , 2014 .

[2]  Younshik Chung,et al.  Development of an accident duration prediction model on the Korean Freeway Systems. , 2010, Accident; analysis and prevention.

[3]  D. Collett Modelling survival data , 1994 .

[4]  Yangsheng Jiang,et al.  PH fitting of the arrival interval distribution of the passenger flow on urban rail transit stations , 2013, Appl. Math. Comput..

[5]  Ioannis Kaparias,et al.  Dynamic User Equilibrium in Public Transport Networks with Passenger Congestion and Hyperpaths , 2013 .

[6]  Kaan Ozbay,et al.  INCIDENT MANAGEMENT IN INTELLIGENT TRANSPORTATION SYSTEMS , 1999 .

[7]  Timothy C. Haab,et al.  Valuing Environmental and Natural Resources: The Econometrics of Non-Market Valuation , 2002 .

[8]  Antony Stathopoulos,et al.  Modeling Duration of Urban Traffic Congestion , 2002 .

[9]  Qiao Shi,et al.  Estimating Freeway Incident Duration Using Accelerated Failure Time Modeling , 2013 .

[10]  Xiucheng Guo,et al.  An Analysis of Metro Peak-Hour Boarding and Alighting in Hangzhou, China , 2015 .

[11]  H. Akaike A new look at the statistical model identification , 1974 .

[12]  D. Collet Modelling Survival Data in Medical Research , 2004 .

[13]  Romuald I. Zalewski,et al.  Identification of future activities of enterprises regarding the growth of innovativeness , 2014 .

[14]  Charles Raux,et al.  The efficiency of congestion charging: Some lessons from cost–benefit analyses , 2012 .

[15]  J. Kalbfleisch,et al.  The Statistical Analysis of Failure Time Data , 1980 .

[16]  Fred L. Mannering,et al.  An exploratory hazard-based analysis of highway incident duration , 2000 .

[17]  Brian Lee Smith,et al.  An investigation into incident duration forecasting for FleetForward , 2000 .

[18]  Dawei Li,et al.  Incident Duration Prediction Based on Latent Gaussian Naive Bayesian classifier , 2011, Int. J. Comput. Intell. Syst..

[19]  Mubarak Shah,et al.  Abnormal crowd behavior detection using social force model , 2009, 2009 IEEE Conference on Computer Vision and Pattern Recognition.

[20]  T F Golob,et al.  An analysis of the severity and incident duration of truck-involved freeway accidents. , 1987, Accident; analysis and prevention.

[21]  Asad J. Khattak,et al.  A Simple Time Sequential Procedure for Predicting Freeway Incident duration , 1995, J. Intell. Transp. Syst..

[22]  Kaan Ozbay,et al.  Structure Learning for the Estimation of Non-Parametric Incident Duration Prediction Models , 2011 .

[23]  F Mannering,et al.  Analysis of the frequency and duration of freeway accidents in Seattle. , 1991, Accident; analysis and prevention.

[24]  Mark Wardman,et al.  Values of Travel Time Savings UK , 2003 .

[25]  Margaret Bell,et al.  Vehicle breakdown duration modelling , 2005 .

[26]  Roger Bird,et al.  Analyzing Clearance Time of Urban Traffic Accidents in Abu Dhabi, United Arab Emirates, with Hazard-Based Duration Modeling Method , 2011 .

[27]  Eleni I. Vlahogianni,et al.  Nonlinear Autoregressive Conditional Duration Models for Traffic Congestion Estimation , 2011 .

[28]  Albert Gan,et al.  Prediction of Lane Clearance Time of Freeway Incidents Using the M5P Tree Algorithm , 2011, IEEE Transactions on Intelligent Transportation Systems.

[29]  Haitham Al-Deek,et al.  Estimating Magnitude and Duration of Incident Delays , 1997 .

[30]  R. Prud’homme,et al.  Public transport congestion costs: The case of the Paris subway , 2012 .

[31]  Warren H. Hausman,et al.  Multiproduct Production Scheduling for Style Goods With Limited Capacity, Forecast Revisions and Terminal Delivery , 2015 .

[32]  Luke David VanLandegen Micro-simulation of large scale evacuations utilizing metrorail transit , 2012 .

[33]  József Vörös,et al.  On the risk-based aggregate planning for seasonal products , 1999 .

[34]  Umberto Crisalli,et al.  A schedule-based assignment model with explicit capacity constraints for congested transit networks , 2012 .

[35]  Timothy C. Coburn,et al.  Statistical and Econometric Methods for Transportation Data Analysis , 2004, Technometrics.

[36]  C. Gouriéroux,et al.  Duration time‐series models with proportional hazard , 2007 .

[37]  D. Metz The Myth of Travel Time Saving , 2008 .

[38]  Hyung Jin Kim,et al.  A COMPARATIVE ANALYSIS OF INCIDENT SERVICE TIME ON URBAN FREEWAYS , 2001 .

[39]  Kaan Ozbay,et al.  Estimation of incident clearance times using Bayesian Networks approach. , 2006, Accident; analysis and prevention.

[40]  C. Lewis Industrial and business forecasting methods : a practical guide to exponential smoothing and curve fitting , 1982 .

[41]  Ming Zhong,et al.  Exploring Best-Fit Hazard Functions and Lifetime Regression Models for Urban Weekend Activities:Case Study , 2010 .