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原文传递 Modeling Driver Compliance to VSL and Quantifying Impacts of Compliance Levels and Control Strategy on Mobility and Safety
题名: Modeling Driver Compliance to VSL and Quantifying Impacts of Compliance Levels and Control Strategy on Mobility and Safety
其他题名: Abdel-Aty,M.,Cunningham,R.J.,Gayah,V.V.,and Hsia,L.(2008)."Dynamic variable speed limit strategies for real-time crash risk reduction on freeways."Transportation Research Record 2078,Transportation Research Board,Washington,DC,108-116.
正文语种: 英文
作者: Md. Hadiuzzaman
关键词: Variable speed limit;Model predictive control;Collision prediction model;Driver compliance level;Microscopic simulation
摘要: Variable speed limits (VSL) aim to improve freeway mobility and safety by influencing collective behaviors of drivers. Thus, VSL benefits should be positively correlated with the VSL compliance level (CL). Surprisingly, a number of heuristic VSL control strategies have shown that VSL with increased CLs can, in fact, increase travel time. However, it has yet to be analyzed whether or not that outcome is because of the control strategy design or the CL. Some recent studies have shown that, regardless of CL, a proactive optimal VSL control provides mobility benefits; however, no evidence has been found to indicate which CL is most achievable in practice, nor has a description been found for the distribution of speed of a given VSL. The objective of this paper is to quantify the relative contribution of CLs with a proactive optimal VSL control toward improving mobility and safety. In this study, several CL-to-VSL strategies have been modeled after real-world driver behavior. To quantify the impact of CLs only, speed distributions are altered with the static speed limit. Then, the benefits are quantified by implementing a proactive optimal VSL control strategy with CLs. The simulation evaluation shows that both VSL mobility and safety benefits are positively correlated with increasing CLs. Specifically, the travel time, throughput, and collision probability are improved in the CL ranges of 5-15%, 6-8%, and 50-60%, respectively. The study findings will help guide transportation agencies in deploying VSL control by considering CL, so as to achieve maximum mobility and safety benefits.
出版年: 2015
论文唯一标识: P-72Y2015V141N12003
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)TE.1943-5436.0000795
期刊名称: Journal of Transportation Engineering
拼音刊名(出版物代码): P-72
卷: 141
期: 12
页码: 14-25
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