Effectiveness of variable speed limits considering commuters' long-term response

被引:25
作者
Liu, Wei [1 ,2 ]
Yin, Yafeng [3 ]
Yang, Hai [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] EPFL, Urban Transport Syst Lab LUTS, Basel, Switzerland
[3] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
基金
中国国家自然科学基金; 美国国家科学基金会;
关键词
Variable speed limits; Morning commute; Bottleneck; Capacity drop; Emissions; CAPACITY DROP; TRAFFIC FEATURES; MORNING COMMUTE; TRAVEL-TIME; FREEWAY; RELIABILITY; IMPACT; MODEL; OPTIMIZATION; EQUILIBRIUM;
D O I
10.1016/j.trb.2014.12.001
中图分类号
F [经济];
学科分类号
02 ;
摘要
This paper examines the effectiveness of variable speed limits (VSLs) on improving traffic flow efficiency and reducing vehicular emissions in a stylized setting of morning commute where a fixed number of individuals commute from home to work through the freeway with a single recurrent bottleneck. The mechanism of interest is for a VSL system to prevent the bottleneck from being activated and thus avoid detrimental capacity drop that arises at the activated bottleneck. We firstly consider a VSL system installed along the freeway towards the bottleneck, which adjusts commuters' cruising speeds in a continuous fashion and essentially regulates the upstream flow into the bottleneck. By investigating the resulting departure-time equilibrium of commuters, we find the VSL system can eliminate the efficiency loss caused by capacity drop, and further bound its improvements on various performance measures. We then turn to a more practical VSL system, which adjusts commuters' cruising speeds in a discrete fashion. The conditions for such a system to improve various performance measures are established and its efficiencies are bounded. Based on empirical data, we conclude that the discrete VSL system can avoid or delay capacity drop associated with an active bottleneck and thus reduce queuing delay. It can help reduce the schedule delay cost and total emissions cost. However, it is unlikely for the system to reduce total travel time, individual travel cost and social cost in this particular setting. These results shed light on the effectiveness of VSL systems on realistic freeway networks. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:498 / 519
页数:22
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