基于城市干线设计标准交通条件的运行速度模型的建立

N. Mohamed, N. Sulaiman, M. Adnan, I. R. Endut
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引用次数: 2

摘要

道路一致性建模用于检测道路对齐中的任何不一致性,特别是水平和垂直对齐。道路几何形状的不寻常特征或不一致可能导致不安全的驾驶体验,因为在处理车辆时粗心大意。为了最大限度地降低弯道事故的风险,马来西亚需要85百分位速度模型来确保其“道路一致性”。目前的设计速度识别技术在道路设计中容易产生不一致。这是因为由确定的设计速度确定的几何元素是基于最小值的,虽然建议采用更高的值进行道路施工,但没有设置最大值。这种类型的设计指南在实践中容易产生沿道路道路线形的运行速度不一致。考虑到这一点,本研究旨在开发模型,以验证城市道路特别是水平路线的一致性。在方法学上,采用了点速研究、VBOX和环路检测器等方法。经过多次分析,提出了一个R-Sq值为74.5%的模型作为马来西亚的起始基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of operating speed model based on urban arterial design standard traffic condition
Road consistency modeling is used to detect any inconsistencies in road alignment, particularly horizontal and vertical alignments. Unusual features of road geometries or inconsistencies can result in unsafe driving experience due to carelessness in handling of vehicles. To help minimize the risk of accidents at curve, 85th percentile speed model is needed for Malaysian scenario to ensure its' road consistency. The current technique of identifying design speed is prone to produce inconsistencies in road design. This is because the geometric elements determined from the identified design speed are based on minimum values and although it is recommended to adopt higher values for road construction, no maximum value is set. This type of design guidelines in practice will tend to produce inconsistency in operating speed along the road roadway alignment. With that in mind, this research aims to develop models for the purpose of validating consistencies of urban road specifically horizontal alignment. As for the methodology, several methods were adopted such as spot speed study, VBOX and loop detector. After several analysis were conducted one model with R-Sq value of 74.5% is proposed as a starting basis for Malaysia.
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