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

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 007
    Author:
    Theodore Tsekeris
    ,
    Antony Stathopoulos
    DOI: 10.1061/(ASCE)TE.1943-5436.0000112
    Publisher: American Society of Civil Engineers
    Abstract: 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.
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      Short-Term Prediction of Urban Traffic Variability: Stochastic Volatility Modeling Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69110
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    contributor authorTheodore Tsekeris
    contributor authorAntony Stathopoulos
    date accessioned2017-05-08T22:01:41Z
    date available2017-05-08T22:01:41Z
    date copyrightJuly 2010
    date issued2010
    identifier other%28asce%29te%2E1943-5436%2E0000160.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69110
    description abstractThis 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.
    publisherAmerican Society of Civil Engineers
    titleShort-Term Prediction of Urban Traffic Variability: Stochastic Volatility Modeling Approach
    typeJournal Paper
    journal volume136
    journal issue7
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000112
    treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 007
    contenttypeFulltext
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