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A Study of Delay Estimation Methods at Signalized Intersections for Mixed Traffic Condition

机译:混合交通条件信号交叉口延迟估计方法研究

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摘要

An effective traffic control measure is the one that can significantly reduce delays incurred due to rising traffic congestion and improves travel time reliability. To achieve this, an accurate estimation of delay is very critical. The method of delay estimation varies with the type of data source available, and the type of data collected. This paper aims at studying various methods of delay estimation at an intersection for data types from three data sources-location-based data (videography), Wi-Fi sensor data, and GPS based probe data. The challenges associated with executing each of these methods are also discussed. Besides, a scalable and reliable data source among the three was chosen to calibrate and validate the delay equation suggested by Highway Capacity Manual 2000 (HCM 2000) to suit Indian traffic conditions. A linear regression model was fitted for the progression factor (PF) of the HCM delay equation with an R squared value of 0.85. Validation of the calibrated model yielded an average Mean Absolute Percentage Error (MAPE) of 12.59%. The calibrated model can be used for the estimation of delay based on historic traffic arrival patterns and signal timings.
机译:有效的交通管制措施是可以显着降低由于交通拥堵上升并提高行驶时间可靠性导致的延迟。为实现这一点,准确估计延迟非常关键。延迟估计方法随可用数据源的类型而变化,并且收集的数据类型。本文旨在研究从基于三个数据源 - 位置的数据(摄像机),Wi-Fi传感器数据和基于GPS的探测数据的数据类型的交叉点的各种延迟估计方法。还讨论了与执行这些方法中的每一种相关的挑战。此外,选择三个中的可扩展和可靠的数据源来校准并验证高速公路容量手册2000(HCM 2000)建议的延迟方程,以适应印度交通状况。线性回归模型适用于HCM延迟方程的渐进因子(PF),其R平方值为0.85。校准模型的验证产生了12.59%的平均值平均值百分比误差(MAPE)。基于历史流量到达模式和信号时序,校准模型可用于估计延迟。

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