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Short-Term Prediction of Urban Traffic Variability: Stochastic Volatility Modeling Approach

机译:城市交通变化的短期预测:随机波动建模方法

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摘要

This paper addresses the problem of modeling and predicting urban traffic flow variability, which involves considerable implications for the deployment of dynamic transportation management systems. Traffic variability is described in terms of a volatility metric, i.e., the conditional variance of traffic flow level, as a latent stochastic (low-order Markov) process. A discrete-time parametric stochastic model, referred to as stochastic volatility (SV) model is employed to provide short-term adaptive forecasts of traffic (speed) variability by using real-time detector measurements of volumes and occupancies in an urban arterial. The predictive performance of the SV model is compared to that of the generalized autoregressive conditional heteroscedasticity (GARCH) model, which has been recently used for the traffic variability forecasting, with regard to different measurement locations, forms of data input, lengths of forecasting horizon and performance measures. The results indicate the potential of the SV model to produce out-of-sample forecasts of speed variability with significantly higher accuracy, in comparison to the GARCH model.
机译:本文解决了建模和预测城市交通流量可变性的问题,这对动态交通管理系统的部署具有相当大的意义。根据波动性度量(即流量水平的条件方差)来描述流量可变性,这是一种潜在的随机(低阶马尔可夫)过程。离散时间参数随机模型(称为随机波动率(SV)模型)用于通过使用实时检测器测量城市动脉中的体积和占用率来提供交通(速度)变化的短期自适应预测。将SV模型的预测性能与广义自回归条件异方差(GARCH)模型的预测性能进行了比较,该模型最近已用于交通可变性预测,涉及不同的测量位置,数据输入形式,预测范围和长度。绩效指标。结果表明,与GARCH模型相比,SV模型有可能以更高的准确性生成速度可变性的样本外预测。

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