Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments

This study describes four statistical models—Poisson; Negative Binomial; Zero-Inflated Poisson; and Zero-Inflated Negative Binomial—which were devised in order to examine traffic accidents and estimate the best probability estimating model in terms of future risk assessment at interurban road secti...

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Main Authors: Keren Pollak, Ammatzia Peled, Shalom Hakkert
Format: Article
Language:English
Published: MDPI AG 2014-04-01
Series:ISPRS International Journal of Geo-Information
Subjects:
GIS
Online Access:http://www.mdpi.com/2220-9964/3/2/619
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spelling doaj-8f597d9ad3614e3eaf08ba3a9cdb28562020-11-24T21:02:53ZengMDPI AGISPRS International Journal of Geo-Information2220-99642014-04-013261963710.3390/ijgi3020619ijgi3020619Geo-Based Statistical Models for Vulnerability Prediction of Highway Network SegmentsKeren Pollak0Ammatzia Peled1Shalom Hakkert2Department of Geography and Environmental Studies, University of Haifa, Mt. Carmel, Haifa 39105, IsraelDepartment of Geography and Environmental Studies, University of Haifa, Mt. Carmel, Haifa 39105, IsraelDivision of Transportation and Geo-Information Engineering, Technion-Israel Institute of Technology, Haifa 32000, IsraelThis study describes four statistical models—Poisson; Negative Binomial; Zero-Inflated Poisson; and Zero-Inflated Negative Binomial—which were devised in order to examine traffic accidents and estimate the best probability estimating model in terms of future risk assessment at interurban road sections. The study was conducted on four sets of fixed-length sections of the road network: 500, 750, 1000, and 1500 m. The contribution of transportation and spatial parameters as predictors of road accident rates was evaluated for all four data sets separately. In addition, the Empirical Bayes method was applied. This method uses historical accidents information, allowing regression to the mean phenomenon so as to improve model results. The study was performed using Geographic Information System (GIS) software. Other analyses, such as statistical analyses combined with spatial parameters, interactions, and examination of other geographical areas, were also performed. The results showed that the short road sections data sets of 500 and 750 m yielded the most stable models. This allows focused treatment on short sections of the road network as a way to save resources (enforcement; education and information; finance) and potentially gain maximum benefit at minimum investment. It was found that the significant parameters affecting accident rates are: curvature of the road section; the region and traffic volume. An interaction between the region and traffic volume was also found.http://www.mdpi.com/2220-9964/3/2/619GIStraffic accidentsprobability modelstransportationhighwayspatialPoissonnegative binomialZero-InflatedEmpirical Bayes
collection DOAJ
language English
format Article
sources DOAJ
author Keren Pollak
Ammatzia Peled
Shalom Hakkert
spellingShingle Keren Pollak
Ammatzia Peled
Shalom Hakkert
Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments
ISPRS International Journal of Geo-Information
GIS
traffic accidents
probability models
transportation
highway
spatial
Poisson
negative binomial
Zero-Inflated
Empirical Bayes
author_facet Keren Pollak
Ammatzia Peled
Shalom Hakkert
author_sort Keren Pollak
title Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments
title_short Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments
title_full Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments
title_fullStr Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments
title_full_unstemmed Geo-Based Statistical Models for Vulnerability Prediction of Highway Network Segments
title_sort geo-based statistical models for vulnerability prediction of highway network segments
publisher MDPI AG
series ISPRS International Journal of Geo-Information
issn 2220-9964
publishDate 2014-04-01
description This study describes four statistical models—Poisson; Negative Binomial; Zero-Inflated Poisson; and Zero-Inflated Negative Binomial—which were devised in order to examine traffic accidents and estimate the best probability estimating model in terms of future risk assessment at interurban road sections. The study was conducted on four sets of fixed-length sections of the road network: 500, 750, 1000, and 1500 m. The contribution of transportation and spatial parameters as predictors of road accident rates was evaluated for all four data sets separately. In addition, the Empirical Bayes method was applied. This method uses historical accidents information, allowing regression to the mean phenomenon so as to improve model results. The study was performed using Geographic Information System (GIS) software. Other analyses, such as statistical analyses combined with spatial parameters, interactions, and examination of other geographical areas, were also performed. The results showed that the short road sections data sets of 500 and 750 m yielded the most stable models. This allows focused treatment on short sections of the road network as a way to save resources (enforcement; education and information; finance) and potentially gain maximum benefit at minimum investment. It was found that the significant parameters affecting accident rates are: curvature of the road section; the region and traffic volume. An interaction between the region and traffic volume was also found.
topic GIS
traffic accidents
probability models
transportation
highway
spatial
Poisson
negative binomial
Zero-Inflated
Empirical Bayes
url http://www.mdpi.com/2220-9964/3/2/619
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