Koordinasi Sinyal antar Simpang untuk Mengurangi Kemacetan di Jalan P.B. Sudirman Denpasar dengan Menggunakan Software TRANSYT 15

Decky Cipta Indrashwara, P. Yasa
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Abstract

On Jalan P.B Sudirman there are 3 intersections. The conditions of the three intersections are currently uncoordinated, as a result, vehicles that have just passed the Puputan Renon Intersection have to stop waiting for the green phase to return at the FE Unud Intersection and the same thing also happens at the Waturenggong Intersection. As a result, long queues, delays, and the number of stops, especially during peak hours, are unavoidable. For this reason, it is necessary to carry out an analysis of proper coordination between intersections, to reduce traffic jams at the three intersections. The purpose of this study is to analyze the signal coordination between the three intersections using TRANSYT 15 software. The research was conducted by analyzing primary data and secondary data with MKJI to obtain values of Capacity, Queue Length, Delay, Saturation Degree, and Level of Service for existing conditions, then analyze the existing signal settings for the three intersections using the Time-Distance Diagram method. Signal coordination analysis was performed using TRANSYT 15 and the results from the software were compared with the existing conditions. The result show that the arm Capacity has increased from the existing condition at The Puputan Renon, FE Unud, and Waturenggong Intersections, they were 36.93%, 21.43%, and 70.16%, Degrees of Saturation were decreased to 23%, 29.14%, and 41.53%, and the Number Stop Value were decreased to 94.08%, 73.21%, and 83.74%. From the results of this study, it can be applied to reduce congestion that occurs along P.B. Sudirman Street.
通过使用15号transsyt软件,交叉信号协调以减少sp .B. Sudirman denmarket街的拥堵
在Jalan p.b. Sudirman有3个十字路口。目前三个路口的状况不协调,导致刚刚通过普普潭仁农路口的车辆不得不在FE乌努德路口停止等待绿灯阶段的返回,在瓦图连宫路口也出现了同样的情况。因此,排长队、延误和停车次数,尤其是在高峰时段,是不可避免的。因此,有必要对交叉口之间的合理协调进行分析,以减少三个交叉口的交通堵塞。本研究的目的是利用TRANSYT 15软件分析三个交叉口之间的信号协调。本研究采用MKJI软件对一次数据和二次数据进行分析,得到现有条件下的Capacity、Queue Length、Delay、Saturation Degree和Level of Service的数值,然后利用时间距离图法分析三个交叉口的现有信号设置。利用TRANSYT 15软件进行信号协调分析,并将分析结果与现有条件进行比较。结果表明:普普潭仁宁、铁乌努德和瓦图灵宫路口的通行能力比现有水平有所提高,分别达到36.93%、21.43%和70.16%,饱和程度分别下降到23%、29.14%和41.53%,停车数量分别下降到94.08%、73.21%和83.74%。根据本研究的结果,它可以应用于减少沿P.B.苏迪曼街发生的拥堵。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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