对目前的美人鱼环路和巴淡国王阿里哈吉街(MKJI)使用印尼官方道路手册的分析

W. Anthony, J. Ginting, Petrus Haryanto Wibowo
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引用次数: 2

摘要

良好的交通系统可以促进经济增长,支持发展。因此,经济部门的成功发展必须得到良好交通系统发展的支持,因为一个糟糕的交通系统会导致一个地区经济的缓慢发展。交通堵塞是经常发生的交通问题之一。巴淡市目前的机动车辆增长率很高,这可能导致拥堵。本研究的目的是评估在Jalan Duyung和Jalan Raja Ali Haji Batam市的无信号交叉口的交通性能。本研究参考文献为MKJI 1997。这项研究是通过进行交通调查来获得交通数据和道路几何形状。在此基础上,进行了容量分析和交通行为分析。本研究的结果是容量为2422 pcu/hour, Qtotal为1966 pcu/hour,因此得到的DS为0.812,大于0.75,可以说这个交叉口是稍微无效的。交叉口交通延迟值为9.3,DTMA为6.8,DTMI为23.4 pcu/hour, DG为4.072 sec/pcu, D为13372 sec/pcu,排队概率为26% - 50%,其中排队概率略高于23% - 45%的标准限值,因此该交叉口的交通排队概率水平略高。研究结果可为改进无信号交叉口交通性能提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Penilaian Simpang Tak Bersinyal Bundaran Jalan Duyung dan Jalan Raja Ali Haji Kota Batam Menggunakan Manual Kapasitas Jalan Indonesia (MKJI)
Good transportation system can encourage economic growth and support development. Therefore, the success of development in the economic sector must be supported by the development of a good transportation system, because a bad transportation system can cause a slow pace of the economy of a region. One of the transportation problems that often occurs is congestion. Batam City currently has a high rate of increase in motorized vehicles making it possible for congestion to occur. The purpose of this study was to assess the traffic performance of unsignalized intersections on Jalan Duyung and Jalan Raja Ali Haji Batam City. The reference used in this research is MKJI 1997. The research was conducted by conducting a traffic survey to obtain traffic data and road geometry. Furthermore, capacity analysis and traffic behavior are carried out. The result of this research is a capacity of 2422 pcu/hour and Qtotal of 1966 pcu/hour so that the obtained DS is 0.812 which means more than 0.75, so it can be said that this intersection is slightly ineffective. At the intersection traffic delay, the value is 9.3, DTMA is 6.8, DTMI is 23.4 pcu/hour, DG is 4.072 sec/pcu, D is 13,372 sec/pcu, and the queue probability is 26% - 50% where This queue probability slightly exceeds the standard limit of 23% - 45% so that this intersection has a slightly high level of traffic queue probability. The results obtained from this study can be used as a reference for improving the performance of unsignalized intersection traffic.
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