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量化匝道调节对高速公路安全的影响。

Quantifying effects of ramp metering on freeway safety.

作者信息

Lee Chris, Hellinga Bruce, Ozbay Kaan

机构信息

Department of Civil and Environmental Engineering, University of Central Florida, Orlando, FL 32816, USA.

出版信息

Accid Anal Prev. 2006 Mar;38(2):279-88. doi: 10.1016/j.aap.2005.09.011. Epub 2005 Dec 2.

Abstract

This study presents a real-time crash prediction model and uses this model to investigate the effect of the local traffic-responsive ramp metering strategy on freeway safety. Safety benefits of ramp metering are quantified in terms of the reduced crash potential estimated by the real-time crash prediction model. Driver responses to ramp metering and the consequent traffic flow changes were observed using a microscopic traffic simulation model and crash potential was estimated for a 14.8 km section of I-880 in Hayward, California and a hypothetical isolated on-ramp network. The results showed that ramp metering reduced crash potential by 5-37% compared to the no-control case. It was found that safety benefits of local ramp metering strategy were only restricted to the freeway sections in the vicinity of the ramp, and were highly dependent on the existing traffic conditions and the spatial extent over which the evaluation was conducted. The results provide some insight into how a local ramp metering strategy can be modified to improve safety (by reducing total crash potential) on longer stretch of freeways over a wide range of traffic conditions.

摘要

本研究提出了一种实时碰撞预测模型,并使用该模型来研究局部交通响应匝道控制策略对高速公路安全的影响。匝道控制的安全效益通过实时碰撞预测模型估计的碰撞可能性降低来量化。使用微观交通仿真模型观察驾驶员对匝道控制的反应以及随之而来的交通流变化,并对加利福尼亚州海沃德市1-880号州际公路的14.8公里路段和一个假设的孤立匝道网络估计碰撞可能性。结果表明,与无控制情况相比,匝道控制使碰撞可能性降低了5%-37%。研究发现,局部匝道控制策略的安全效益仅局限于匝道附近的高速公路路段,并且高度依赖于现有的交通状况以及进行评估的空间范围。研究结果为如何调整局部匝道控制策略以在广泛的交通条件下提高较长高速公路路段的安全性(通过降低总碰撞可能性)提供了一些见解。

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