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Plots of h(q) versus q for the CL series with time steps of less than 24 h.  

Plots of h(q) versus q for the CL series with time steps of less than 24 h.  

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Article
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In this paper, a GIS-based method was developed to extract the real-time traffic information (RTTI) from the Google Maps system for city roads. The method can be used to quantify both congested and free-flow traffic conditions. The roadway length was defined as congested length (CL) and free-flow length (FFL). Chengdu, the capital of Sichuan Provin...

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... Correlations and Multifractality of Traffic Flow According to the crossover time steps shown in Fig. 4, we applied the MFDMA method to the congested road data for two different time steps, i.e. n < 24 h and n > 24 h as shown in Figs. 6 and 7, respectively. Figure 6 shows that for n < 24 h, the h(q) monotonically decreases as q varies from −10 to 10. A nonconstant h(q) indicates of multifractality in these time series. ...
Context 2
... congested roads, the h(q) spectra are shown for shuffled and surrogated data in Fig. 6. One can see that the q dependence of h(q) for the original series is higher than both the shuffled and surrogated data. The phenomenon indicates that the multifractality nature of the congested road series is mainly due to long-range correlation. For free-flow roads, as shown in Fig. 8, the q dependence h(q) of for the shuffled data ...

Citations

... For research works focused on dependency and spatiotemporal studies, traffic forecasting needs an interpretation of the spatial and temporal traffic patterns of each road segment as well as the relationship between each one. Spatial correlation studies can be simply carried out by using a Geographical Information Systembased method, as demonstrated by Baofeng et al. [7]. But the method was insufficient because the flow is a stochastic phenomenon that evolves over time and has an impact on other flows at neighboring points located in other places. ...
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Due to the exponential rise in the number of vehicles and road segments in cities, traffic prediction becomes more difficult, necessitating the application of sophisticated algorithms such as deep learning (DL). The models used in the literature provide accurate predictions for specific cases when the data flow is properly prepared. However, in complex situations, these approaches fail, and thus, the prediction must be developed through a process rather than a prediction calculation method. In addition to using a pure and robust DL prediction model, an efficient approach could be built by taking into account two other factors, namely the relationships between road segments and the amount and quality of the training data. The main goal of our research is to develop a three-stage framework for road traffic prediction based on statistical and deep learning modules. First, a cross-correlation prediction with a Long Short-Term Memory model (LSTM) is implemented to predict the influential road segments; second, a deep generative model (DGM)-based data augmentation is used to improve the data of the related segments; and third, we adapt a Neural Basis Expansion Analysis for interpretable Time Series (N-BEATS) architecture, to the resulting data to implement the prediction module. The framework components are trained and validated using the 6th Beijing road traffic dataset.
... Moreover, the curves after rescaling can be well fitted by the Weibull distribution suggested as Eq. (2). The fitting parameters are found to be close for the male and female drivers, with k = 1.92, λ = 1.13 and c = 98.94 for the female drivers, and k = 1.88, λ = 1.13 and c = 99.49 ...
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