Public-transport automated timetables using even headway and even passenger load concepts

Public-transport (PT) timetables and their compliance mirror the quality of the PT service provided. Hence, vehicles departing too early or ahead of schedule need to be restrained, just as those leaving late must be scheduled or rescheduled to be on time. Because of existing problems of PT reliability, there is need to improve the correspondence of vehicle-departure times with passenger demand instead of assuming that passengers will adjust themselves to given timetables (excluding situations characterized by short headways). With the advance in technology of passenger information systems, the importance of even and clock headways is reduced. This allows for the possibility to create more efficient schedules from both the passenger and operator perspectives. This work contains a methodology framework with developed algorithms for the derivation of vehicle departure times (timetable) with either even headways or even average loads and with a smoothing consideration in the transition between time periods. The procedures presented are accompanied by examples and clear graphical explanations. It is emphasized that the PT timetable is one of the predominant bridges between the operator (and community) and the passengers, and thus its improvement will increase the level-of-service for the PT passengers.

[1]  Helman I. Stern,et al.  OPTIMAL TRANSIT TIMETABLES FOR A FIXED VEHICLE FLEET , 1984 .

[2]  Andrzej Turnau,et al.  Simulation support tool for real-time dispatching control in public transport , 1998 .

[3]  Randolph W. Hall,et al.  Bus dispatching at timed transfer transit stations using bus tracking technology , 1999 .

[4]  V. Hurdle MINIMUM COST SCHEDULES FOR A PUBLIC TRANSPORTATION ROUTE , 1973 .

[5]  G. F. Newell Scheduling, Location, Transportation, and Continuum Mechanics: Some Simple Approximations to Optimization Problems , 1973 .

[6]  Peter G Furth,et al.  SETTING FREQUENCIES ON BUS ROUTES: THEORY AND PRACTICE , 1981 .

[7]  Nigel H. M. Wilson,et al.  THE REAL-TIME DEADHEADING PROBLEM IN TRANSIT OPERATIONS CONTROL , 1998 .

[8]  André de Palma,et al.  OPTIMAL TIMETABLES FOR PUBLIC TRANSPORTATION , 2001 .

[9]  L. Douglas Smith,et al.  Computer support for operator assignment and dispatching in an urban transit system , 1988 .

[10]  Avishai Ceder,et al.  BUS FREQUENCY DETERMINATION USING PASSENGER COUNT DATA , 1984 .

[11]  Stefan Voß,et al.  Computer-Aided Scheduling of Public Transport , 2001 .

[12]  G. F. Newell,et al.  Control Strategies for an Idealized Public Transportation System , 1972 .

[13]  G. F. Newell Dispatching Policies for a Transportation Route , 1971 .

[14]  Leo Kroon,et al.  A Cycle Based Optimization Model for the Cyclic Railway Timetabling Problem , 2001 .

[15]  S. C. Wirasinghe RE-EXAMINATION OF NEWELL'S DISPATCHING POLICY AND EXTENSION TO A PUBLIC BUS ROUTE WITH MANY TO MANY TIME-VARYING DEMAND , 1990 .

[16]  S C Wirasinghe INITIAL PLANNING FOR URBAN TRANSIT SYSTEMS. IN: ADVANCED MODELING FOR TRANSIT OPERATIONS AND SERVICE PLANNING , 2003 .

[17]  Giorgio Gallo,et al.  Dispatching Buses in Parking Depots , 2001, Transp. Sci..

[18]  F. Salzborn Optimum Bus Scheduling , 1972 .

[19]  Avishai Ceder,et al.  Public Transit Planning and Operation , 2007 .

[20]  Avishai Cede,et al.  Public Transport Timetabling and Vehicle Scheduling , 2002 .

[21]  Avishai Ceder,et al.  Methods for creating bus timetables , 1987 .