Traffic conflict modelling and analysis for Singapore

Traffic volume is widely used as the basis for a measure of exposure in traffic accident analysis. For example, accident rates on a road section are often expressed in number of accidents per million vehicle miles or kilometres of travel. Studies show that the correlation between traffic volume and...

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Bibliographic Details
Main Author: Kor, Joshua Jiaming
Other Authors: Wong Yiik Diew
Format: Final Year Project (FYP)
Language:English
Published: 2019
Subjects:
Online Access:http://hdl.handle.net/10356/78435
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author Kor, Joshua Jiaming
author2 Wong Yiik Diew
author_facet Wong Yiik Diew
Kor, Joshua Jiaming
author_sort Kor, Joshua Jiaming
collection NTU
description Traffic volume is widely used as the basis for a measure of exposure in traffic accident analysis. For example, accident rates on a road section are often expressed in number of accidents per million vehicle miles or kilometres of travel. Studies show that the correlation between traffic volume and the accident rates on a section of road follow a generally proportional trend – meaning as traffic volume increases, it is expected that the number of traffic accidents will increase likewise. This study will be focusing on traffic junctions, as based on previous studies, it has been observed that a high proportion of crashes and serious injuries on urban roads occur at the junctions. It will focus on using microsimulation as a tool to realistically model conflicts at the traffic junctions and correlate the simulated conflicts with actual collisions. Using the traffic microsimulator VISSIM and actual traffic volume data, identified high-incident junctions in Singapore will be simulated for 3 separate time periods of the day – morning peak, evening peak, and midday. The simulation results are then run through the Surrogate Safety Assessment Model using predetermined parameters, yielding a detailed breakdown on the conflicts occurring during the simulation. Using QGIS, these conflicts are plotted onto the road network of the junction being simulated, and compare the conflicts and collision records and visualise the results of the pilot experiment. It was observed that during the simulation of the evening peak, where the traffic volume data is especially high, the number of conflicts increase disproportionately to the increase in volume. This leads to an inflation of conflict count in the simulation. The simulations done of the morning and afternoon peak yielded a simulated conflict count that was more closely related to actual collision count, and the simulations of the evening peak yielded a conflict count that is less closely related to the actual collision count
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spelling ntu-10356/784352023-03-03T17:27:38Z Traffic conflict modelling and analysis for Singapore Kor, Joshua Jiaming Wong Yiik Diew School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Transportation Traffic volume is widely used as the basis for a measure of exposure in traffic accident analysis. For example, accident rates on a road section are often expressed in number of accidents per million vehicle miles or kilometres of travel. Studies show that the correlation between traffic volume and the accident rates on a section of road follow a generally proportional trend – meaning as traffic volume increases, it is expected that the number of traffic accidents will increase likewise. This study will be focusing on traffic junctions, as based on previous studies, it has been observed that a high proportion of crashes and serious injuries on urban roads occur at the junctions. It will focus on using microsimulation as a tool to realistically model conflicts at the traffic junctions and correlate the simulated conflicts with actual collisions. Using the traffic microsimulator VISSIM and actual traffic volume data, identified high-incident junctions in Singapore will be simulated for 3 separate time periods of the day – morning peak, evening peak, and midday. The simulation results are then run through the Surrogate Safety Assessment Model using predetermined parameters, yielding a detailed breakdown on the conflicts occurring during the simulation. Using QGIS, these conflicts are plotted onto the road network of the junction being simulated, and compare the conflicts and collision records and visualise the results of the pilot experiment. It was observed that during the simulation of the evening peak, where the traffic volume data is especially high, the number of conflicts increase disproportionately to the increase in volume. This leads to an inflation of conflict count in the simulation. The simulations done of the morning and afternoon peak yielded a simulated conflict count that was more closely related to actual collision count, and the simulations of the evening peak yielded a conflict count that is less closely related to the actual collision count Bachelor of Engineering (Civil) 2019-06-20T02:54:19Z 2019-06-20T02:54:19Z 2019 Final Year Project (FYP) http://hdl.handle.net/10356/78435 en Nanyang Technological University 37 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Transportation
Kor, Joshua Jiaming
Traffic conflict modelling and analysis for Singapore
title Traffic conflict modelling and analysis for Singapore
title_full Traffic conflict modelling and analysis for Singapore
title_fullStr Traffic conflict modelling and analysis for Singapore
title_full_unstemmed Traffic conflict modelling and analysis for Singapore
title_short Traffic conflict modelling and analysis for Singapore
title_sort traffic conflict modelling and analysis for singapore
topic DRNTU::Engineering::Civil engineering::Transportation
url http://hdl.handle.net/10356/78435
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