新一代环岛应用研究案例:卡拉布克100。一年的

H. I. Yumrutas
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引用次数: 0

摘要

环形交叉路口是两条或多条e路交叉、合并、分离形成的公共区域,是构成道路安全各种风险的最重要的道路部分之一。国际上和我国都有各种各样的标准交叉口应用。仅靠容量分析不足以确定交叉口类型。交通安全、土地地形、成本、发展计划、征用、当地需求、该地区的历史、文化和旅游特征以及公共当局的要求等因素也是需要评估的必要因素。然而,在高速公路的这些路段,由于交叉口的交通问题是按照标准的方式设计的,没有考虑到上述影响交叉口设计的因素,因此需要不同的解决方案。在这项研究中,根据交通计数和对karab k省一个抽样环岛的实地观察,确定了存在的问题。在1002街和1003街的交汇处。运用Ptv-Vissim和Autoturn软件对新型智能交叉路口模型的适用性进行了论证和优化。揭示的结果是;在设计交叉口时,需要考虑每个交叉口的具体参数,而不是标准化,在交叉口设计中需要采用新的方法(智能交叉口等)。
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New Generation Roundabout Application A Study Case: Karabuk 100.Year Roundabout
Roundabouts are common areas formed by the intersection, merging and separation of two or mor e roads and are one of the most important road parts that constitute various risks in terms of road safety. There are various standard intersection applications in the world and our country. Only capacity analyzes are not enough to determine intersection type. Factors such as traffic safety, land topography, cost, development plans, expropriation, local demands, history, cultural and touristic characteristics of the area, and the requirements of the public authorities are also necessary factors to be assessed. However, traffic problems at intersections, which are designed in a standard way without considering the above-mentioned factors affecting intersection design, require different solutions especially in these parts of highway. In this study, existing problems were identified on the basis of traffic counts and field observations on a sample roundabout in Karabük Province, 100.year neighborhood, at the intersection of 1002 Street and 1003 street. A new intelligent roundabout design was applied and the applicability of the new intersection model in addition to capacity and safety has been demonstrated and optimized using Ptv-Vissim and Autoturn software’s. The revealing results are; it is necessary to design the intersections considering the specific parameters of each intersection instead of standardization and it is necessary to adopt new approaches (intelligent crossroads etc.) in intersection design.
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审稿时长
16 weeks
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