Estimating passenger demand for Parkway stations.

Auteur(s)
Lythgoe, W.F. & Wardman, M.
Jaar
Samenvatting

Most inter-city stations are located in central urban areas whilst suburban station stations serve distinct local populations. Interest in a different type of station emerged in the 1980s. A parkway station does not serve a local population, but instead acts as a convenient out-of-town railhead. Easy road access combined with good parking facilities and an attractive rail service are essential features of the parkway product. The passenger demand forecasting handbook contains a recommended forecasting procedure and set of demand parameters that are widely used by various organisations within the railway industry in Great Britain. It is an incremental approach, based on the application of elasticities to current demand levels. Such an incremental approach is of no use when there is no current level of rail demand. This is recognised in the handbook, where a parkway station access model is recommended. There are, however, a number of deficiencies of this model. These relate to the use of all-or-nothing procedures to allocate rail travellers between stations, the failure to allow newly generated rail travel unless the new station is better than an existing station, and the extensive data requirements to apply the model. The purpose of the study reported here, conducted for the Association of Train Operating Companies, is to develop a parkway demand forecasting model based upon observed demand levels at existing parkway stations. Demand levels for 1999/2000 were obtained from the CAPRI ticket sales system for ten parkway stations. This yields around 3,000 observations for modelling purposes. The model is of the direct demand type. Trips from a Parkway are explained in terms of the spatial distribution of population around the station, drive times and/or distance from each population zone to the station, the fare and timetable related service quality from the station to the destination in question, and the same measures for a number of stations which compete with the parkway. The estimation requires the use of non-linear least squares. This builds upon our previous work using a similar procedure but based solely on 'conventional stations' which obtained a model which has found considerable application in recent practical demand exercises. UK census data is used to locate populations at Enumeration District (ED) level (or Output Area level in Scotland). These populations are allocated to grids of polygonal zones surrounding the stations, and information on characteristics of population, such as age distributions, car ownership levels, social class and unemployment, is also collected. A 1:250,000 road network provides the means to determine the drive times and distances from the population weighted zone centroids to the parkway station and to neighbouring stations that compete with the parkway station. The models recognise that individuals start their journeys from many specific origins that are served by a given parkway station. This paper, in addition to describing the data needs and estimation procedure, highlights the use of the model to forecast demand levels for possible new parkway stations. For the covering abstract see ITRD E124693.

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Publicatie

Bibliotheeknummer
C 31914 (In: C 31766 CD-ROM) /72 /10 / ITRD E124841
Uitgave

In: Proceedings of the European Transport Conference, Homerton College, Cambridge, 9-11 September 2002, 65 p.

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