Simulation and analysis of traffic flow for traffic calming

Author:

Abdi Ali1,Bigdeli Rad Hamid2,Azimi Ehsan3

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering and Technology, Imam Khomeini International University, Qazvin, Iran

2. Department of Civil Engineering, Faculty of Engineering and Technology, Imam Khomeini International University, Qazvin, Iran (corresponding author: )

3. Department of Civil Engineering, Faculty of Engineering and Technology, Islamic Azad University, Science and Research Branch, Tehran, Iran

Abstract

This paper evaluates the use of traffic calming as an option to address the high road casualties caused by speeding in Iran. The aim is to reduce the speed of motor vehicles to improve road safety and the quality of life. In this study, a part of Shahrara Street in Tehran that has speed humps installed is modelled in Aimsun software. The results suggest that calming the street leads to the reduced speed of vehicles and traffic volume on that street. However, it also results in reduced capacity of the street; thus, calming devices, including speed humps, should be placed at appropriate distances to each other to achieve an appropriate overall level of service, balancing speed and road safety benefits against capacity. In this research, a distance between speed humps of between 200 and 400 m is recommended.

Publisher

Thomas Telford Ltd.

Subject

Civil and Structural Engineering

Reference30 articles.

1. Baguley C (2007) Speed Humps – Further Public Road Trials. TRRL, Crowthorne, UK, Report LR 1017.

2. TRAFFIC CALMING. (PAPER GIVEN AT THE AME ANNUAL CONFERENCE HELD AT CHESTER ON 29 JUNE - 2 JULY 1992).

3. Clarke A and Dornfeld MJ (1994) National Bicycling and Walking Study. Case Study No. 19: Traffic Calming, Auto-Restricted Zones and Other Traffic Management Techniques – Their Effects on Bicycling and Pedestrians. Federal Highway Administration, Washington, DC, USA, No. FHWA-PD-93-028.

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