Kajian kinerja simpang di kota raha (studi kasus simpang polsek katobu)

Anastasia Wulandari, L. Basri, Andi Alifuddin
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引用次数: 0

摘要

本研究的目的是分析拉哈市加图布警察局十字路口的性能,并研究该十字路口不使用交通信号灯时与使用交通信号灯时的服务水平比较。数据收集阶段,即通过计算通过加图布警察署交叉口的车辆流量,在没有交通信号灯的情况下进行 1 天,在有交通信号灯的情况下进行 3 天,以确定流量,然后记录加图布警察署交叉口的几何数据,作为 1997 年 MKJI 计算所需的输入数据。根据对片武警察署十字路口的研究结果,发现片武警察署十字路口在周五 15 时 45 分至 16 时 45 分 WITA 的高峰小时流量为 2657 pcu/hour,而在周一 07 时 45 分至 08 时 45 分 WITA 的高峰小时流量为 1616 pcu/hour。在没有交通信号灯的情况下,北侧引道的饱和度为 1.26,南侧引道为 1.32,东侧引道为 1.03,西侧引道为 0.94。同时,北侧引道有交通灯的饱和度为 0.55,南侧引道为 0.52,东侧引道为 0.82,西侧引道为 0.64。根据 MKJI(1997 年)的研究,从没有交通信号灯时的饱和度值来看,交叉路口的状况仍然非常糟糕和不稳定,而有交通信号灯时,交叉路口的状况则相当稳定。在没有交通信号灯的情况下,加图布警察交叉口的服务水平被划分为 "F "级,而在有交通信号灯的情况下,服务水平被划分为 "C "级,因此可以得出结论,在有交通信号灯的情况下,加图布警察交叉口的状况越来越好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
KAJIAN KINERJA SIMPANG DI KOTA RAHA (STUDI KASUS SIMPANG POLSEK KATOBU)
The aim of this research is to analyze the performance of the Katobu police intersection in Raha City and examine the comparison of the level of service at the intersection when it does not use a traffic light compared to the presence of a traffic light. The data collection stage, namely by calculating the volume of vehicles passing through the Katobu Police Station intersection, was carried out for 1 day without a traffic light and 3 days with a traffic light to determine the amount of flow and then recording the geometric data of the Katobu Police Station intersection for input data requirements in the 1997 MKJI calculation. Based on the results of research at the Katobu Police intersection, it was found that the performance of the Katobu Police intersection seen from the peak hour volume without a traffic light on Friday at 15.45 - 16-45 WITA was 2657 pcu/hour, while the peak hour volume with the presence of a traffic light was on Monday at 07.45 – 08.45 WITA amounting to 1616 pcu/hour. The degree of saturation without traffic lights on the North approach is 1.26 and the South approach is 1.32, the East approach is 1.03 and the West approach is 0.94. Meanwhile, the degree of saturation with traffic lights on the North approach is 0.55 and the South approach is 0.52, the East approach is 0.82 and the West approach is 0.64. According to MKJI (1997), from the value of the degree of saturation without a traffic light, the intersection condition is still very bad and unstable, whereas with the presence of a traffic light, the intersection condition is quite stable. The level of service obtained at the Katobu Police intersection without a traffic light is classified as service level "F", while with the presence of a traffic light it is categorized as service level "C", so it can be concluded that the condition of the Katobu Police intersection with a traffic light is getting better.
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