Modelling the operation of vehicles at signalised intersections with special width approach lane based on field data

被引:6
|
作者
Zhao, Jing [1 ,2 ]
Kigen, Kevin Kiptoo [1 ]
Wang, Meng [2 ]
机构
[1] Univ Shanghai Sci & Technol, Dept Traff Engn, Shanghai, Peoples R China
[2] Delft Univ Technol, Transport & Planning, Delft, Netherlands
基金
中国国家自然科学基金;
关键词
road traffic; transportation; automobiles; sensitivity analysis; signal timing; sensitivity analyses; time-discretised simulation; Germany; entering segment; width lane segment; queuing vehicles; lane selection behaviour; car-following behaviour; signal factors; exiting segment; transition segment; microscopic traffic flow model; intersection design; SWAL; special width approach lane; signalised intersections; CAR-FOLLOWING MODEL; LEFT-TURN LANE; DYNAMIC USE; EXIT-LANES; CAPACITY; DESIGN; SELECTION; URBAN; OPTIMIZATION; VELOCITY;
D O I
10.1049/iet-its.2020.0157
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
The intersection with special width approach lane (SWAL) is a newly proposed unconventional intersection design. A microscopic traffic flow model was proposed for describing the operation of vehicles at signalised intersections with SWAL. The operation process of driving on the SWAL was divided into four segments, including entering segment, transition segment, special width lane segment, and exiting segment. The car-following and lane selection behaviours of vehicles in these segments are analysed. The parameters used in the model were calibrated using the field data collected in Germany. The proposed model was realised in a time-discretised simulation. The sensitivity analyses of geometric, traffic, and signal factors were conducted. The results show that for the car-following behaviour, the passenger cars on the narrowed lanes cannot drive as efficient as on the normal width lane. For lane selection behaviour, it mainly depends on the distance between the two nearest vehicles in front of the two narrow lanes. The effectiveness of the SWAL depends on whether it is long enough to accommodate the queuing vehicles, which is a combined result of the layout design and the signal timing.
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页码:1565 / 1572
页数:8
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