苏丹哈米德二世路(Sultan Hamid II Road)-古斯蒂西图马哈茂德路(Gusti situt mahmud road)-十月二十八日路(28 oktober road)-梭拉班让路(Selat panjang road pontianak)因兰达克平行桥(Landak parallel bridge)的运行而产生的交叉路口安排设计问题

Oktaviani Chelin Lo, Elsa Tri Mukti, Ferry Juniardi
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引用次数: 0

摘要

苏丹哈米德二世路(Sultan Hamid II Road)--古斯蒂-西图-马哈茂德路(Gusti Situt Mahmud Road)--奥克托伯28路(28 Oktober Road)--色拉班让路(Selat Panjang Road)的信号灯路口是坤甸市交通问题严重的一个路口。兰达克平行桥的建设最初是为了减少拥堵,但却造成了不平衡,导致拥堵。本研究采用 1997 年《印度尼西亚道路通行能力手册》方法和 VISSIM 软件模拟分析了该交叉口的性能。数据收集的形式包括交叉口几何数据、红绿灯周期时间、车辆速度和交通流量,调查工具为闭路电视(CCTV),记录时间为 6.00 - 18.00 WIB,为期三天。然后,将收集到的数据处理为研究基础,利用 MKJI 1997 和 VISSIM 软件模拟计算交叉口在现有条件下的性能,并制定可供选择的改进方案。在使用 MKJI 1997 方法进行的分析中,北侧道路的服务水平为 LOS C;东侧道路的服务水平为 LOS C;南侧道路的服务水平为 LOS B;西侧道路的服务水平为 LOS F,最高饱和度为 1.56。使用 VISSIM 软件模拟分析得出该交叉口的服务水平为 LOS C。在对周期时间、几何形状和禁止通行时间的限制进行替代性更改后,在替代方案 15 中得到了从信号灯交叉口变为环岛和几何形状更改的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INTERSECTION ARRANGEMENT DESIGN ON SULTAN HAMID II ROAD - GUSTI SITUT MAHMUD ROAD – 28 OKTOBER ROAD – SELAT PANJANG ROAD PONTIANAK DUE TO THE OPERATION OF THE LANDAK PARALLEL BRIDGE
The signalized intersection on Sultan Hamid II Road - Gusti Situt Mahmud Road – 28 Oktober Road – Selat Panjang Road is an intersection in Pontianak city with high traffic problems. The construction of the Landak parallel bridge initially aimed to reduce congestion, but this created an imbalance that caused congestion. This research analyses the performance of the intersection using the 1997 Indonesian Road Capacity Manual method and VISSIM software simulation. Data was collected in the form of intersection geometric data, traffic light cycle time, vehicle speed, and traffic volume taken for three days with a survey tool in the form of CCTV as a recorder at 06.00 - 18.00 WIB. Then, the data collected is processed into the basis of research to calculate the performance of the intersection in existing conditions and develop alternative improvement plans using MKJI 1997 and VISSIM software simulations. In the analysis with the MKJI 1997 method, the North road's service level is LOS C; the East road is LOS C; the South road is LOS B; the West road is LOS F, and the highest degree of saturation is 1.56. Analysis with VISSIM software simulation obtained the level of service of the intersection LOS C. After making alternative changes in cycle time, geometrics, and restrictions on the time of prohibition of passing obtained in alternative 15 with changes from signalized intersections to roundabouts and geometric changes.
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