确定塞尔维亚共和国道路规划的每日通行能力

Tehnika Pub Date : 2023-01-01 DOI:10.5937/tehnika2301062t
Milica Tubić, N. Stepanovic
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引用次数: 0

摘要

直到2016年,在《公路容量手册》(HCM)的每一个版本中,都定义了三个层面的容量分析:运营分析、项目分析和规划分析。每个分析的详细程度是目的、访问范围和可用信息的函数。在规划的最初阶段,当可用的数据和信息很少时,规划分析决定了能力。规划过程是基于AADT预测和宏观交通模拟。通常,模拟模型的使用会导致错误,由于这些原因,在分析流量需求时,有必要在有更多可用信息时执行检查。HCM手册中的规划分析通常集中在广泛的问题上,如最初的问题识别、道路设计概念,以及何时比较替代方案。这些分析适用于评估拟议的系统措施,如重型车辆车道使用控制,高速公路匝道计量,以及智能交通系统的其他应用。HCM中推荐的方法意味着使用默认输入值,即广义值表。鉴于推荐的通行能力值是基于美国典型的道路轮廓和交通流特征,本文提供了针对当地条件的规划层面的详细通行能力分析-四种标准几何双车道和公路轮廓。根据设计时体积、设计速度、高峰时因子、商用车冲击和地形类型的不同值计算通行能力,并与HCM2010的通用通行能力表进行比较。比较分析表明计算出的能力值存在差异,因此建议将所得的值用于塞尔维亚共和国当地条件的模式模拟。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Defining daily capacities for the purpose of road planning in the Republic of Serbia
In every edition of the Highway Capacity Manual (HCM) until 2016, three levels of capacity analysis were defined: operational, project and planning analysis. The level of detail of each analysis is a function of purpose, breadth of access and available information. Planning analysis determines capacity in the earliest stages of planning, when small amount of data and information is available. The planning procedure is based on the AADT forecast and macro traffic simulation. Often, the usage of simulation models can lead to errors, and for these reasons, when analyzing traffic demands, it is necessary to carry out a check when more informations are available. Planning analyzes from the HCM manual are generally focused on broad issues such as initial problem identification, road design concept, and when alternatives are compared. These analyzes are suitable for evaluating proposed system measures, such as heavy vehicle lane usage control, highway ramp metering, and other applications of intelligent transportation systems. The methodology recommended in HCM implies the use of default input values, i.e. table of generalized values. Given that the recommended capacity values are based on typical road profiles and traffic flow characteristics in the USA, the paper provides a detailed capacity analysis at the planning level for local conditions - four standard geometric two-lane and highway profiles. Capacities are calculated for different values of design hourly volume, design speed, peak hour factor, commercial vehicle impact and terrain type, in order to compare with the generalized capacity tables from HCM2010. The comparative analysis indicates differences in the calculated capacity values, and for that reason the obtained values are recommended for use in model simulations for local conditions in the Republic of Serbia.
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