(机械工程系)Wahidin博士

Anwar Efendy, Titik Wahyuningsih, Nurul Hidayati
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引用次数: 0

摘要

TNI AU Rembiga十字路口是马塔兰市中心点之间的一个三向连接,它也连接Rembiga十字路口和Dakota十字路口Rembiga。瓦希丁博士街是教育、办公和贸易的经济通道。在某些时候,交通流量非常拥挤,因为这条路也是通往西龙目岛的方向。通过在研究地点的观测发现,Rembiga交叉口与TNI AU交叉口之间的距离为322.8 m,导致交叉口距离之间的交通流运动不理想,从而影响TNI AU交叉口的性能。出于这个原因,本研究的目的是检查TNI AU Rembiga交叉口的无信号交叉口的性能,因为Rembiga交叉口是一个有信号的交叉口,因为在Dr. Wahidin街道上实施了单向线系统工程,并且在Dr. Wahidin街道上实施了单向线系统。本研究参照MKJI 1997进行,通过实地观测,收集一手资料和二次资料。Dr. Wahidin street上有交通流工程,通过创建单向线系统,将TNI AU交叉口的无信号交叉口的性能改变为流阻塞条件下的低速度服务水平F,而在实施单向线系统之前,服务水平为E,流稳定条件下,车辆停滞。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Kajian Rekayasa Lalu Lintas Simpang TNI AU Rembiga Akibat Rekayasa Sistem Satu Arah pada Jl. Dr. Wahidin
TNI AU Rembiga intersection is a three-way link between the central point of Mataram city, which is also connected to the Rembiga intersection and the Dakota intersection, Rembiga. Dr. Wahidin street is an economic pathway for education, offices, and trade. At certain times, the traffic flow is very congested because the road is also the direction to West Lombok district. Based on observations at the research location, it was found that the distance between the Rembiga intersection and the TNI AU intersection was 322.8 meters which caused the movement of traffic flow to be less than optimal between the intersection distances so that it would affect performance at TNI AU intersection. For this reason, the purpose of this study was to examine the performance of the unsignalized intersection at the TNI AU Rembiga intersection due to the continued flow from the Rembiga intersection which is a signalized intersection due to a one-way system engineering carried out on the Dr. Wahidin street and before the implementation of the one-way system on the Dr. Wahidin street. This research was conducted with reference to the MKJI 1997, in which researchers conducted field observations, then collected primary data and secondary data. There is traffic flow engineering on Dr. Wahidin street, by creating a one-way system, had an impact on changing the performance of the unsignalized intersection at the TNI AU intersection to a level of service F with obstructed flow conditions, low speed whereas, before the implementation of the one-way system the level of service was E with stable flow conditions, stalled vehicles.
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