掉头对交通流特征的影响(以雅加达东部jendral basuki rachmat道路为例)

Basit Al Hanif, Noviandi Putra Darsono
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引用次数: 0

摘要

减少交通问题,特别是道路安全和舒适的方法是修建中路。作为道路几何形状的一部分,中间线是交通车道的物理分隔线,用于缓解来自相反方向的交通冲突。在此基础上,通过设置倒车设施提高交通安全,分析车辆掉头时的平均行驶时间,分析Jendral Basuki Rachmat道路的服务水平。因此,本研究旨在确定Jalan Jenderal Basuki Rachmat road上的交通量,确定转弯车辆的平均速度,确定Jalan Jenderal Basuki Rachmat road上的服务水平。本研究采用了1997年的MKJI方法。研究结果表明,在道路服务水平为d的情况下,进行u型转弯的车辆数量最多,为19966辆/小时,车辆平均行驶时间为15.3秒,u型转弯的排队长度为50米。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
THE EFFECT OF U-TURN ON TRAFFIC FLOW CHARACTERISTICS (A CASE STUDY: JENDRAL BASUKI RACHMAT ROAD, EAST JAKARTA)
The way to minimize traffic problems, especially the safety and comfort of roads is to build medians. The median as part of the road geometry is a physical separator of traffic lanes that serves to relieve traffic conflicts from the opposite direction. So, it improves traffic safety with a reversal facility, analyzes the average travel time of vehicles when making a U-turn, and analyzes the level of service on the Jendral Basuki Rachmat road. Therefore, this research aimed to determine the volume of traffic on Jenderal Basuki Rachmat road, determine the average speed of turning vehicles and determine the service level on Jalan Jenderal Basuki Rachmat Road. This research used the 1997 MKJI methodology. The research results explained that the largest volume of vehicles that make U-turns was 19966 vehicles/hour with a road service level of D. The average travel time of vehicles was 15.3 seconds with a queue length of 50 meters for a U-turn.
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