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Traffic concurrency management through delay and safety mitigations.

机译:通过延迟和安全缓解来进行流量并发管理。

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摘要

Travelers experience different transportation-related problems on roadways ranging from congestion, delay, and crashes, which are partially due to growing background traffic and traffic generated by new developments. With regards to congestion, metropolitan planning organizations (MPOs) pursue a variety of plans for mitigating congestion. These plans include, amongst other measures, imposing impact fees. The current research evaluates how delay and safety can be incorporated in the mitigation process as special impact fees. This study also evaluates traffic projection methodologies used in traffic impact studies. Adhering to the importance of accurate traffic projection, this study introduces a simplistic traffic projection methodology for small-scale projection utilizing three parameters logistic function as a forecasting tool. Three parameters logistic function produced more accurate future traffic prediction compared to other functions.; A delay mitigation fee resulting from increases in travel time is also analyzed in this research. In regular traffic flow, posted speed limit is the base of measuring travel time within the segment of the road. The economic concept of congestion pricing is used to evaluate the impact of this travel time delay per unit trip. If the relationship between the increase in time and trip is known, then the developer can be charged for the costs of time delays for travelers by using that relationship. The congestion pricing approach determines the average and marginal effect of the travel time. With the known values of time, vehicle occupancy, and number of travel days per year, the extra cost per trip caused by additional trips is estimated. This cost becomes part of the mitigation fee that the developer incurs as a result of travel time delays for the travelers due to the development project. Using the Bureau of Public Road (BPR) travel time function and parameters found in 2000 HCM (Highway Capacity Manual), the average and marginal travel times were determined. The value of time was taken as {dollar}7.50 per hour after reviewing different publications, which relate it to minimum wage. The vehicle occupancy is assumed as 1.2 persons per vehicle. Other assumptions include 261 working days per year and 4 percent rate of return. The total delay impact fee will depend on the number of years needed for the development to have effect. Since the developer is charged a road impact fee due to constructions cost for the road improvement, the delay mitigation fee should be credited to the road impact fee to avoid double charging the developer.; As an approach to incorporate safety into mitigation fees, the study developed a crash prediction model in which all factors significantly influencing crash occurrences are considered and modeled. Negative binomial (NB) is selected as the best crash modeling distribution among other generalized linear models. The developed safety component of the mitigation fee equation considers scenarios in which the proposed new development is expected to increase crash frequency. The mitigation fee equation is designed to incorporate some roadway features and traffic characteristics generated by the new development that influence crash occurrence. Crash reduction factors are introduced and incorporated in the safety mitigation fees equation. The difference between crash frequency before and after the development is multiplied by the crash cost then divided by the trips to obtain crash cost per trip. Crash cost is taken as {dollar}28,000/crash based on literature review. To avoid double charging the developer, either the road impact fee is applied as a credit to the delay mitigation fee or vice versa. In summary, this study achieved and contributed the following to researchers and practitioners: (1) Developed logistic function as a simplified approach for traffic projection; (2) Developed crash model for crash prediction; (3) Developed safety mitigation fee equation utilizing the
机译:旅行者在道路上会遇到各种与交通相关的问题,包括交通拥堵,延误和撞车,部分原因是由于背景交通量的增长和新开发项目带来的交通量。关于拥堵,大城市规划组织(MPO)采取了各种缓解拥堵的计划。这些计划除其他措施外还包括征收影响费。当前的研究评估了如何将延误和安全作为特殊影响费纳入缓解过程中。这项研究还评估了交通影响研究中使用的交通预测方法。坚持准确的交通预测的重要性,本研究介绍了一种使用三参数逻辑函数作为预测工具的用于小规模投影的简化交通投影方法。与其他功能相比,三个参数的逻辑函数可产生更准确的未来流量预测。这项研究还分析了因旅行时间增加而产生的延误缓解费。在正常的交通流量中,发布的速度限制是衡量路段内行驶时间的基础。拥挤定价的经济学概念用于评估此单位旅行行程时间延迟的影响。如果知道时间和旅行增加之间的关系,则可以通过使用该关系向开发人员收取旅行者延误的费用。拥挤定价方法决定了出行时间的平均和边际影响。利用时间,车辆占用率和每年的旅行天数的已知值,可以估算由额外旅行引起的每次旅行的额外费用。由于开发项目导致旅行者的出行时间延迟,这笔费用已成为开发者产生的缓解费用的一部分。使用公共道路局(BPR)行驶时间功能和2000 HCM(高速公路通行能力手册)中的参数,确定了平均和边际行驶时间。在审查了与最低工资相关的各种出版物之后,时间的价值为每小时7.50美元。假设车辆占用为每辆车1.2人。其他假设包括每年261个工作日和4%的回报率。总的延迟影响费将取决于开发生效所需的年数。由于开发商因道路修improvement的建设成本而收取道路影响费,因此应将延缓缓解费计入道路影响费中,以避免对开发商产生双重费用。作为将安全纳入缓解费用中的一种方法,该研究开发了碰撞预测模型,其中考虑并建模了影响碰撞事故的所有重要因素。在其他广义线性模型中,负二项式(NB)被选为最佳碰撞模型分布。缓解费用公式中已开发的安全组件考虑了拟议的新开发预计会增加撞车频率的场景。缓解费用等式的设计目的是将新开发产生的影响事故发生的某些道路特征和交通特征纳入其中。引入了减少碰撞的因素,并将其纳入安全缓解费用公式中。开发前后的碰撞频率之差乘以碰撞成本,然后除以行程,即可得出每次行程的碰撞成本。根据文献回顾,事故成本为每事故$ 28,000。为避免向开发商收取双倍费用,可将道路影响费作为抵免额度计入延误缓解费中,反之亦然。总而言之,这项研究为研究人员和从业人员带来了以下贡献:(1)开发了物流功能,作为交通预测的简化方法; (2)开发了用于碰撞预测的碰撞模型; (3)利用

著录项

  • 作者

    Chimba, Deo.;

  • 作者单位

    University of Miami.;

  • 授予单位 University of Miami.;
  • 学科 Engineering Civil.; Transportation.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 187 p.
  • 总页数 187
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;综合运输;
  • 关键词

  • 入库时间 2022-08-17 11:38:52

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