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Evaluating ITS Strategies for Real-Time Freeway Safety Improvement

机译:评估其实时高速公路安全改进的策略

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Traffic crashes on urban freeways account for thousands of lives lost and billions of dollars wasted every year in America. Previous research has shown that certain freeway conditions are more susceptible to crashes occurring than others. These conditions are said to have a high crash potential. The purpose of this research is to test the effects of Intelligent Transportation System (ITS) strategies on reducing the potential for crashes to occur on a major urban freeway. In this research, Interstate-4 in Orlando, Florida was simulated using the PARAMICS micro-simulation software package. The crash potential was then determined through models that were created in the previous research conducted by Abdel-Aty et al (2005) using logistic regression to associate traffic characteristics with the risk of a crash occurring. Several mitigation strategies were used while simulating the freeway and the crash potential was determined for each technique. The before (pre-ITS) and after case were then compared to examine the effects of the crash mitigation methods. The results of this research show that Variable Speed Limits (VSL) have a positive effect on lowering the crash potential during high-speed conditions. VSL does not affect the low-speed case but if ramp metering is instead implemented the potential for a significant reduction in the crash potential is realized. However, there are still more strategies that need to be tested including route diversion, lane change restrictions, and feedback controlled ramp metering.
机译:城市高速公路对城市高速公路的交通崩溃占损失的数千个生命,每年在美国浪费数十亿美元。以前的研究表明,某些高速公路条件比其他的崩溃更容易受到崩溃。据说这些条件具有高碰撞潜力。本研究的目的是测试智能交通系统(其)策略对减少大城市高速公路崩溃潜力的影响。在本研究中,使用Paramics Micro-Simulation软件包模拟佛罗里达州奥兰多的州际公路-4。然后通过在Abdel-Aty等人(2005)在Abdel-Aty等人(2005)中创建的模型使用Logistic回归来确定崩溃潜力,以将交通特征与发生碰撞的风险联系起来。在模拟高速公路时使用了几种缓解策略,并针对每种技术确定碰撞电位。比较之前(预先)和在案例之后进行比较,以检查碰撞缓解方法的影响。该研究的结果表明,可变速度限制(VSL)对高速条件下降低碰撞电位具有积极影响。 VSL不会影响低速壳体,但如果斜坡计量替代地实现了碰撞电位显着降低的电位。然而,仍有更多的策略需要测试,包括路线转移,车道改变限制和反馈控制的斜坡计量。

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