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The effects of behavioral, geometric and heavy vehicle traffic flow characteristics on capacity and emissions at roundabouts.

机译:行为,几何和重型车辆交通流量特性对回旋处的通行能力和排放的影响。

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摘要

Modern roundabouts, first constructed in England in the early 1960s, are becoming increasingly popular replacements for signalized and stop controlled intersections in the United States. Roundabouts were introduced to replace traditional traffic circles and rotaries. With the characteristics of entering traffic that yield to circulating traffic and geometric constraints that slow entering vehicles, roundabouts have proven to be more efficient than traffic circles and in some cases than signalized and stop-controlled intersections.Roundabouts often require drivers to decelerate from, and reaccelerate to, highway speeds, and can involve one or multiple stops. One concern about congested roundabouts is that vehicle emissions will increase because of the occurrence of excessive delays, queue formation and speed change cycles for approaching traffic. These occurrences could have a significant impact on congestion and air quality in the surrounding urban area.There are many methodologies that allow the evaluation of roundabout capacity (analytical and statistical models) and emissions at roundabouts. Each of these techniques considers some aspects of the roundabout like geometric elements, vehicular flow and behavioral parameters. Due to the fact that each method is distinctively different from the other, obtained results are usually not similar.This thesis presents the results of a wide survey conducted on an ample range of roundabout scenarios by the use of the simulation model VISSIM. Each scenario describes a fixed roundabout scenario using the following variables: geometric element (inscribed circle radius) characteristics of traffic flow (percentage truck, turning movements of major and minor street) and behavioral features (time gap). These scenarios are then analyzed to see how these different parameters affect capacity and emissions at roundabouts.These parameters showed different relationships with both capacity and emissions. Radius had a positive effect, that is a direct relationship to capacity while truck percentage and time gap showed an inverse relationship to capacity. These parameters all show a direct relationship with emissions generated.
机译:现代回旋处最早于1960年代在英格兰建成,现在正逐渐成为美国信号灯和停车控制交叉口的替代品。引入了环形交叉路口,以取代传统的交通圈和扶轮。环形交叉路口具有进入交通的特点,会导致循环交通和缓慢进入车辆的几何约束,因此事实证明,回旋处比交通圈更有效,在某些情况下还比信号灯和停车控制的十字路口更有效。会加快到高速公路的速度,并可能涉及一站或多站。关于拥堵的回旋处的一个担忧是,由于出现过多的延误,排队形成和接近交通的速度变化周期,车辆排放将增加。这些事件可能会对周围城市地区的拥堵和空气质量产生重大影响。有许多方法可以评估回旋处的通行能力(分析和统计模型)和回旋处的排放。这些技术中的每一种都考虑回旋处的某些方面,例如几何元素,车辆流量和行为参数。由于每种方法彼此之间明显不同,因此获得的结果通常并不相似。本文介绍了使用模拟模型VISSIM在各种环岛情景下进行的广泛调查的结果。每个方案都使用以下变量来描述固定的环岛方案:几何元素(内接圆半径)交通流的特征(卡车的百分比,主要街道和次要街道的转弯运动)以及行为特征(时间间隔)。然后对这些场景进行分析,以了解这些不同参数如何影响回旋处的容量和排放量。这些参数显示了与容量和排放量的不同关系。半径具有积极作用,即与容量成正比,而卡车百分比和时间间隔与容量成反比。这些参数均显示与产生的排放量有直接关系。

著录项

  • 作者

    Sone, Cho Honest.;

  • 作者单位

    The University of Texas at Arlington.;

  • 授予单位 The University of Texas at Arlington.;
  • 学科 Engineering Automotive.Engineering Civil.
  • 学位 M.S.
  • 年度 2010
  • 页码 113 p.
  • 总页数 113
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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