Measuring Control Delays at Signalized Intersections in Mixed Traffic Conditions

IF 0.6 Q4 ENGINEERING, CIVIL
R. Sushmitha, K. Ravishankar
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引用次数: 3

Abstract

Abstract Control delay is the key performance indicator of a signalized intersection that defines the level of service. Several models have been developed in previous research work for estimating control delays, but many of them were based on homogeneous traffic conditions. In the present study, an Open Street Map (OSM) tracker mobile application was used to measure control delays from the field. A non-linear model was developed in the present study for estimating control delays in mixed traffic conditions using a MATLAB fitting tool. The field delay is compared with the developed non-linear model delay along with the Indian Highway Capacity manual (INDO HCM) and Highway Capacity Manual (HCM) models. The control delay estimated using the model developed in the present study shows a close relation with the field delay obtained using an OSM tracker when compared to that obtained using the INDO HCM and HCM models. Therefore, the OSM tracker mobile application can be used as a field control delay measuring technique.
混合交通条件下信号交叉口控制延误的测量
控制延迟是信号交叉口的关键性能指标,它决定了交叉口的服务水平。在以往的研究工作中,已经建立了几种用于估计控制延迟的模型,但其中许多模型都是基于均匀交通条件的。在本研究中,使用开放街道地图(OSM)跟踪移动应用程序来测量来自现场的控制延迟。本文利用MATLAB拟合工具建立了混合交通条件下的非线性控制延迟估计模型。将现场延迟与已开发的非线性模型延迟以及印度公路容量手册(INDO HCM)和公路容量手册(HCM)模型进行了比较。与使用INDO HCM和HCM模型获得的控制延迟相比,使用本研究中开发的模型估计的控制延迟与使用OSM跟踪器获得的场延迟密切相关。因此,OSM跟踪器移动应用程序可以作为现场控制延迟测量技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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自引率
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发文量
21
审稿时长
29 weeks
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