Design of LRT Signal Priority to Improve Arterial Traffic Mobility

被引:13
作者
Islam, Md Tazul [1 ]
Tiwana, Jatinder [2 ]
Bhowmick, Arun [3 ]
Qiu, Tony Z. [4 ,5 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, City Operat, Versa Commercial Ctr 200, 9304-41 Ave, Edmonton, AB T6E 6G8, Canada
[2] Univ Alberta, Dept Civil & Environm Engn, 7347 Singer Way NW, Edmonton, AB T6R 3R9, Canada
[3] Univ Alberta, Dept Civil & Environm Engn, Policy Implementat & Evaluat, City Planning,Sustainable Dev City Edmonton, 13th Floor,Century Pl 9803-102A Ave, Edmonton, AB T5J 3A3, Canada
[4] Wuhan Univ Technol, Intelligent Transport Syst Res Ctr, Engn Res Ctr Transportat Safety, Minist Educ, 1040 Heping Ave, Wuhan 430063, Peoples R China
[5] Univ Alberta, Dept Civil & Environm Engn, Donadeo Innovat Ctr Engn 6 271, 9211 116th St, Edmonton, AB T6G 1H9, Canada
关键词
Transit signal priority; VISSIM; Ring barrier controller; Arterial performance; TRANSIT; PREDICTION; TIME;
D O I
10.1061/(ASCE)TE.1943-5436.0000831
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Transit signal priority (TSP) is a cost-effective strategy for improving the movement of public transit vehicles, such as Light Rail Transit (LRT), buses, and streetcars, through controlled intersections. The application of TSP strategies improves the reliability and quality of service for transit vehicles with less disruption to normal traffic. The City of Edmonton in Alberta, Canada has recently extended its LRT system, which mainly runs through at-grade intersections. Edmonton's LRT is currently operating under pre-emption, which causes significant delays to other traffic. The problem is especially pronounced during peak hours when the LRT headway is decreased to 5min in both directions. This has led to dissatisfaction among motorists using the roadway along the LRT corridor. This paper analyzes different TSP strategies for improving the performance of the LRT corridor. A standard microsimulation tool with a ring barrier controller emulator was used to implement the strategies at a major intersection during peak hours. Field data for both morning and evening peak hours were collected at four intersections along the LRT corridor for the calibration of the model. Three strategies were explored in this paper: (1)simple LRT pre-emption, (2)LRT prediction and pre-emption, and (3)LRT prediction and pre-emption together with transit bus priority. A number of performance measures were used to evaluate each strategy. Results revealed that Strategy 2, where LRT arrival time is predicted to provide LRT pre-emption, yields the highest improvement in corridor performance.
引用
收藏
页数:10
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