Analisis Pembangunan Zona Lalu Lintas dengan Standard Deviation Control Kepadatan Area Terbangun Studi Kasus: Kabupaten Klungkung, Provinsi Bali

Ocky Soelistyo Pribadi, M. Nurhadi, B. Hermawan
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Abstract

Traffic movement occurs in the context of space, it is necessary to prepare the research area with the construction of traffic zones. This work requires a series of activities, complex data, and many considerations, in order to produce a concept to support the data collection stage of the origin of the trip. This study aims to build traffic zones using a new logic, namely by controlling the standard deviation value of the built area density variable. The author attempts to replace the variable commonly used in the preparation of traffic zones, namely “land use type” and strives for the value to be as “homogeneous as possible”. This variable is fairer to use, considering that in an area there will also be open space, which is not inhabited by humans. The formulation of the problem is how is the standard deviation control method used to construct traffic zones in the Klungkung Regency case study? This method will focus on the technique of constructing traffic zones where the standard deviation value of the density of the built area will be smaller when compared to the initial value when the existing traffic zone was formed directly from the village area. The results of the analysis get a total of 26 traffic zones, with a standard deviation value of the variable density of the built area is 2049. this value is lower than when using the village administrative area directly, namely 3294, and it is said that the design of the 26 zones has fulfilled the principle of zone homogeneity.
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采用建成区密度标准偏差控制的交通区发展分析案例研究:巴厘岛克隆贡地区
交通流动是在空间背景下发生的,因此有必要通过建设交通区域来准备研究区域。这项工作需要一系列的活动、复杂的数据和许多考虑因素,以便产生一个概念来支持行程起点的数据收集阶段。本研究旨在使用一种新的逻辑,即通过控制建成区密度变量的标准偏差值来构建交通区域。作者试图用 "土地利用类型 "这一变量来取代交通区划编制中常用的变量,并力求该变量值 "尽可能均匀"。考虑到在一个区域内也会有无人居住的空地,使用这一变量更为公平。问题的提出是如何在克伦贡地区案例研究中使用标准偏差控制方法来构建交通区域?该方法将重点关注建设交通区域的技术,即与直接从村庄区域形成现有交通区域时的初始值相比,建设区域密度的标准偏差值将更小。分析结果共得到 26 个交通分区,建成区可变密度的标准偏差值为 2049,该值低于直接利用村行政区域时的标准偏差值 3294,可以说 26 个分区的设计满足了分区均质性原则。
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