Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/122220
Type: Thesis
Title: Occupational stratification of urban work-trips in metropolitan Adelaide, 1971
Author: Hill, Tom W.
Issue Date: 1980
School/Discipline: Department of Civil Engineering
Abstract: This study examined the suitability of the gravity-based formula for trip distribution which was proposed by the U.S. Bureau of Public Roads (1965) for use in modelling the journey to work in Adelaide in 1971. The BPR formula was developed into a computer programme which can be calibrated for data on trips between the Local Government Areas of Adelaide. The model was assessed, as a predictor of all work-trips then the trip data was separated into male/female and several occupational categories each of which was modelled separately. The accuracy of prediction for each category was assessed then the predicted numbers of trips were aggregated to assess the benefit of separately modelling several categories of worker. The major findings of the study were: (I) Actual patterns of trip distribution can be modelled to a very high level of correlation by the Gravity Model; provided reliable data is available on travel-times; and numbers of trips originating and terminating per zone. (2) Numbers of trips to the CBD can be reliably estimated by the Gravity Model; (3) outer suburbs cannot be modelled as accurately as the more stable inner suburbs; (4) Small increases in accuracy of modelling can be created by separation of data into occupational categories; and (5) Commonly used goodness-of-fit statistics such as chi-squared values are not reliable indicators of the accuracy of a model. Correlation analysis proved to be a most useful measure of goodness-of-fit and high levels of correlation were found between square roots of observed and estimated numbers of trips. It was also noted that: Workers in different occupations and different sexes can have noticeably different work-trip distributions, but the gravity model can be calibrated to replicate a wide range of distributions.
Dissertation Note: Thesis (M.Eng.Sc.) - University of Adelaide, Dept. of Civil Engineering, 1981
Provenance: This electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exceptions. If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legals
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