基于Vissim仿真模型的Jalan sukabgun 2三通路口交通密度分析

IF 0.4 Q4 ENGINEERING, ELECTRICAL & ELECTRONIC
Erny Agusri, M. Arfan
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引用次数: 0

摘要

VISSIM是一个仿真模型,意思是城市交通仿真模型。VISSIM是一个仿真软件,专业人士使用它在制定实际计划之前,从动态交通场景中创建模拟。本研究是为了确定交通性能和交通性能如何优化在交叉口之间的现有条件和Vissim方案造成的拥堵。使用VISSIM方法可以有效地克服非卡结。本研究在天津三通路口进行。素卡昆2号(南)-小r.a. Abusamah (West) - jr .苏卡冈2号(乌塔拉)- 1月苏卡班军2(东)。在本研究中,使用了三种变体,分别是红绿灯法、禁止右转法和道路与转向标划分法。PTV Vissim仿真结果显示,红绿灯方法的队列长度相当高,达到79m,而现有条件为63m,因为该方法的车辆延误时间为98.954s。关于禁止从j1方向右转的方法。与现有的63米相比,beringinsukabgun 2 (East)的队列长度较低,为0.287米。该方法的车辆延迟为13.307s。在划分道路和转向灯的方法下,排队长度从现有的63米减少到1.147米。该方法的车辆延误时间为30169秒。仿真结果表明,在贾兰苏卡班郡2号三叉路口,最有效的方法是禁止右转、划分道路和转向标志的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of traffic density onthree-way junction in Jalan Sukabangun 2 using Vissim simulations model
VISSIM is a Simulations model which means a city traffic simulation model. VISSIM is a simulation software used by professionals to create simulations from dynamic traffic scenarios before making real plans. This research was conducted to determine how traffic performance and traffic performance optimization at the junctions between the existing conditions and the Vissim program caused by congestion. An effective method for overcoming non-jammed junctions can be made using the VISSIM method. This study was conducted at THREE-WAY JUNCTION in Jl. Sukabangun 2 (South) - Jl. R.A Abusamah (West) - Jl. Sukabangun 2 (Utara) - Jl. BeringinSukabangun 2 (East). In this study, three variations were used, namely the traffic light method, the method of forbidden turning right, and the method of dividing the road and turning signs. The results of PTV Vissim simulation showed that the traffic light method has a quite high queue length, namely 79m compared to the existing condition of 63m, for the vehicle delay in this method is 98.954s. On the method of forbidden turning right from the direction of Jl. BeringinSukabangun 2 (East) has a low queue length of 0.287m compared to the existing condition of 63m. The vehicle delay in this method is 13.307s. The method of dividing the road and turning signs, the queue length is quite low at 1.147m compared to the existing condition of 63m. The vehicle delay in this method is 30,169s. The results of the simulation revealed that the most effective method at THREE-WAY JUNCTION in jalanSukabangun 2 is method of forbidden turning right, dividing the roads and turning signs.  
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来源期刊
EMITTER-International Journal of Engineering Technology
EMITTER-International Journal of Engineering Technology ENGINEERING, ELECTRICAL & ELECTRONIC-
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