Optimizing Performance at Signalized Intersections through Signal Coordination in Two Intersections of Nepal

Hemant Tiwari, Sanjay Luitel, Asmita Pokhrel
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Abstract

Intersections in urban areas can often cause significant traffic delays due to the multiple directions of traffic flow. The Kathmandu Valley experiences chronic gridlock and congestion. This study aims to improve traffic flow at two busy intersections (Kanti Children's Hospital and Shital Niwas) in Kathmandu Valley, Nepal through evaluation of the existing traffic flow condition and reducing delays and queues using various alternatives and including signal coordination. A survey was carried out to collect morning peak hour traffic volume and geometrical features of the two intersections and developed a signalized intersection model in SIDRA software. The model was validated based on observed and modelled queue lengths for each approach, and the existing performance of the intersections was evaluated. Various alternatives were then developed to improve the performance of the intersections. Results showed that coordinating the signal systems significantly reduced the average delay time and maximum queue length at both intersections. Specifically, the average delay time was reduced from 106 seconds per vehicle to 26.5 seconds per vehicle at the Shital Nivas intersection and from 43.1 seconds per vehicle to 21.7 seconds per vehicle at Kanti Children's Hospital intersection. Similarly, the maximum queue length was reduced from 744.7 meters to 122 meters at the Shital Nivas intersection and from 456.2 meters to 147.7 meters at Kanti Children's Hospital intersection.
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通过尼泊尔两个交叉口的信号协调优化信号交叉口性能
由于交通流的多个方向,城市地区的十字路口经常会造成严重的交通延误。加德满都谷地经历了长期的交通堵塞。本研究旨在通过评估尼泊尔加德满都谷地的两个繁忙十字路口(Kanti儿童医院和Shital Niwas)的现有交通流量状况,并使用各种替代方案和包括信号协调在内的方法减少延误和排队,从而改善交通流量。通过调查收集两个路口早高峰交通量和几何特征,并在SIDRA软件中建立信号交叉口模型。基于观察到的和建模的队列长度对模型进行了验证,并评估了交叉口现有的性能。然后开发了各种替代方案来改善十字路口的性能。结果表明,协调信号系统可显著降低两个交叉口的平均延误时间和最大排队长度。具体而言,Shital Nivas十字路口的平均延误时间从每辆车106秒减少到每辆车26.5秒,Kanti儿童医院十字路口的平均延误时间从每辆车43.1秒减少到每辆车21.7秒。同样,Shital Nivas十字路口的最大排队长度从744.7米减少到122米,Kanti Children’s Hospital十字路口的最大排队长度从456.2米减少到147.7米。
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