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Vehicle classification is an important traffic parameter for transportation planning and infrastructure management. Length-based vehicle classification from dual loop detectors is among the lowest cost technologies commonly used for collecting these data. Like many vehicle classification technologies, the dual loop approach works well in free flow traffic. Effective vehicle lengths are measured from the quotient of the detector dwell time and vehicle traversal time between the paired loops. This approach implicitly assumes that vehicle acceleration is negligible, but unfortunately at low speeds this assumption is invalid and length-based classification performance degrades in congestion.To addresses this problem, we seek a solution that relies strictly on the measured effective vehicle length and measured speed. We analytically evaluate the feasible range of true effective vehicle lengths that could underlie a given combination of measured effective vehicle length, measured speed, and unobserved acceleration at a dual loop detector. From this analysis we find that there are small uncertainty zones where the measured length class can differ from the true length class, depending on the unobserved acceleration. In other words, a given combination of measured speed and measured effective vehicle length falling in the uncertainty zones could arise from vehicles with different true length classes. Outside of the uncertainty zones, any error in the measured effective vehicle length due to acceleration will not lead to an error in the measured length class. Thus, by mapping these uncertainty zones, most vehicles can be accurately sorted to a single length class, while the few vehicles that fall within the uncertainty zones are assigned to two or more classes. We find that these uncertainty zones remain small down to about 10 mph and then grow exponentially as speeds drop further.Using empirical data from stop-and-go traffic at a well-tuned loop detector station the best conventional approach does surprisingly well; however, our new approach does even better, reducing the classification error rate due to acceleration by at least a factor of four relative to the best conventional method. Meanwhile, our approach still assigns over 98% of the vehicles to a single class. 相似文献
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高速公路出口匝道与地面道路衔接部是高速公路与地面道路交通流转换的枢纽,交通流溢出现象时有发生,是交通事故的频发区域之一,研究其交通安全改善的方法,对提高高速公路交通安全状况和整体效益的发挥具有重要的意义.本文在分析国内外出口匝道与地面道路衔接部研究的基础上,提出了衔接部的交通安全改善方法,从影响范围的界定、交通安全诊断... 相似文献
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互通立交出口匝道与地面道路衔接部是高速公路与地面衔接道路交通流转换的枢纽,研究其渠化设计方法对优化互通立交及其周边路网的交通流运行状态,提高区域路网服务水平具有重要的意义。本文首先在现场调查的基础上,分析了上跨式互通立交出1:3匝道与地面道路衔接部的交通流运行特性,然后提出了典型互通立交出口匝道与地面道路衔接部的渠化设... 相似文献
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引入小波神经网络的自适应机制,建立基于小波神经网络的多属性综合评价模型EMWNN(15,20,1),并进行了实际应用. 相似文献
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高速公路工程计量支付工作的内容和方法 总被引:2,自引:0,他引:2
详细介绍了监理工程师如何做好工程计量支付工作的方法,并对计量支付工作和变更的内容进行了全面的阐述. 相似文献
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辽宁高速公路灌缝施工工艺与成本分析 总被引:1,自引:0,他引:1
介绍了辽宁省高速公路时沥青混凝土路面裂缝修补所采用的几种方法,并对施工成本进行比较分析,指出研究开发裂缝修补设备的重要性. 相似文献
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为了分析高速公路事件管理中主要部门影响权重组成结构的合理性,本文引入现实权重与理想权重的灰色关联度来解决。在理想权重的获得中,分别用G1序关系法和熵值法确定专家评分能力因素中的主客观权重,并用评价目标最大化的方法来处理组合权重以尽量体现专家评分水平的差距。最后对某高速公路的情况进行了计算,以验证此方法的实用性。 相似文献
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高速公路建设项目融资模式分析研究 总被引:1,自引:0,他引:1
针对我国高速公路建设融资存在的问题,借鉴西方发达国家高速公路融资方式,创造性地运用设立专项基金制度、发行高速公路建设债券、BOT项目融资等各种行之有效的融资方式. 相似文献