路景分析(登巴萨西唐古班艇道个案研究)

I. W. G. Darma Yoga, Ronald Marcal, D. Putri, Putu Ariawan
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引用次数: 0

摘要

登巴萨市是人口非常多的大城市之一,从登巴萨市962,900.000万人的人口可以看出,(BPS, 2020)。随着时间的推移,道路上的交通密度增加,除了居民数量的增加和私家车拥有量的增加,也是由于毗邻购物中心和餐馆的位置造成的。这项研究是使用原始数据进行的。主要数据来源于调查结果,采用2014 PKJI方法,以交通调查数据、道路容量、饱和程度和服务水平的形式获得。根据讨论的结果,可以得出结论,唐库班-佩拉胡公路的性能处于F级服务水平,这意味着它是非常差的,具有以下指标。高峰时段的音量为2394加仑/小时。容量2381加仑/小时。侧阻为98,4,对于侧阻等级,它被归类为非常低,为0.96。饱和度(DJ) bbb1.00为101加仑/小时。车辆在100米距离上的平均行驶速度为21,69公里/小时。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Kinerja Ruas Jalan (Studi Kasus Jalan Tangkuban Perahu, Denpasar Barat)
Denpasar city is one of the big cities that has a very high population, it can be seen from the population of Denpasar city of 962,900.000 million people, (BPS, 2020). Over time, the traffic density on the road has increased, in addition to the increasing number of residents and the increasing number of private vehicle ownership, it is also caused by the location adjacent to shopping centers and restaurants. This research was conducted using primary data. Primary data was obtained from survey results in the form of traffic survey data,Road Capacity, Degree of Saturation, and Level of Service using the 2014 PKJI method. Based on the results of the discussion, it can be concluded that the performance of the Tangkuban Perahu road is at Level of Service F, which means it is very bad, with the following indicators. The peak hour volume is 2394 cur/hour. Capacity 2381 cur/hour. The side resistance is 98,4, for the side resistance class it is classified as very low, which is 0.96. The degree of saturation (DJ) > 1.00 is 101 cur/hour. The average travel speed of vehicles at a distance of 100m is 21,69 km/hour.  
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