基于1997年MKJI方法的三信号阿迪普拉市PAYAKUMBUH分析

Ifansul Ilham, Masril Masril, Ishak Ishak
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引用次数: 0

摘要

摘要每年车辆数量的快速增长并没有伴随着道路基础设施的增加。Payakumbuh的人口每年都在增加,导致对运输设备的需求增加。每天有36,960辆车辆和汽车通过Payakumbuh的街道。在36,960辆车辆中,70%为两轮车,30%为四轮车。比较道路状况和交通设施会造成交通拥堵,特别是在高峰时段,并且会增加污染、旅行时间、成本、社会和实际工作时间。各交叉口的实际通行能力为4106 pcu/h,各交叉口的饱和程度可达到DS = 0.25 < 0.6,路况通畅。各交叉口的延迟时间为dot = 4.66 sec/pcu,各交叉口的最高排队概率为13.61%。关键词:信号交叉口,车道,交叉口性能,排队机会,饱和程度,交叉口容量
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALISIS SIMPANG TIGA BERSINYAL TUGU ADIPURA KOTA PAYAKUMBUH MENGGUNAKAN METODE MKJI 1997
AbstractThe rapid growth in the number of vehicles each year is not accompanied by an increase in road infrastructure. The population of Payakumbuh which is increasing from year to year causes the need for transportation equipment to increase. 36,960 vehicles and cars pass through the streets of Payakumbuh every day. Of the 36,960 vehicles, 70% were two-wheelers and 30% were four-wheelers. Comparing road conditions and transportation facilities will cause traffic congestion, especially during peak hours, and will have an impact on increasing pollution, travel time, costs, social and actual working time. The actual capacity of all intersections is 4106 pcu/hour, the degree of saturation of all intersections can be DS = 0.25 < 0.6 so the road category is smooth. The delay time for all these intersections is Dtot = 4.66 sec/pcu and the highest queue probability at all intersections is 13.61% Keywords: Signalized intersections, road lanes, intersection performance, queuing opportunities,   degree of saturation, intersection capacity 
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