2008
DOI: 10.1016/j.trc.2007.06.006
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Investigation of temporal freeway traffic patterns in reconstructed state spaces

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Cited by 38 publications
(17 citation statements)
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“…RMSE (=1) 5RMSE (=1/2 time delay) 5RMSE (=time delay) 1 , except for one RBF case marked in gray (RMSE_flow_15 min (=time delay) 5RMSE_flow_15 min (¼1=2time delay) ). Compared with the findings of Lan et al (2008a), the above results seem again to indicate that the characteristics of short-interval traffic dynamics extracted from real world detectors measured within 15-min intervals and involving noises are more stochastic than deterministic; therefore, in the prediction of non-linear short-interval traffic dynamics, stochastic characteristics can be stronger than deterministic characteristics similar to the famous Mackey-Glass equation. Nevertheless, the only one exception for RBF model in Table 3 reveals that the 15-min flows have shown a slight tendency towards deterministic characteristics, so a better accuracy of prediction for 15-min flows using a proper time lag (i.e.…”
Section: Prediction Accuracy With Various Lagssupporting
confidence: 46%
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“…RMSE (=1) 5RMSE (=1/2 time delay) 5RMSE (=time delay) 1 , except for one RBF case marked in gray (RMSE_flow_15 min (=time delay) 5RMSE_flow_15 min (¼1=2time delay) ). Compared with the findings of Lan et al (2008a), the above results seem again to indicate that the characteristics of short-interval traffic dynamics extracted from real world detectors measured within 15-min intervals and involving noises are more stochastic than deterministic; therefore, in the prediction of non-linear short-interval traffic dynamics, stochastic characteristics can be stronger than deterministic characteristics similar to the famous Mackey-Glass equation. Nevertheless, the only one exception for RBF model in Table 3 reveals that the 15-min flows have shown a slight tendency towards deterministic characteristics, so a better accuracy of prediction for 15-min flows using a proper time lag (i.e.…”
Section: Prediction Accuracy With Various Lagssupporting
confidence: 46%
“…According to Lan et al (2008a) who also analysed the traffic features at the same stations, the results have indicated that the degrees of variation of traffic series depend on times of day, the early hours (00:00 am-03:00 am) having the largest coefficient of variation (CV) while the evening peak hours (18:00 pm-21:00 pm) having the smallest CV. The degrees of variation will decline with the length of measured time interval.…”
Section: Datamentioning
confidence: 99%
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“…The observations from several eld studies provide a basis for this assumption; for example, the travel time data collected by Kwon et al 4 over a 6.2 mi segment on I-880; the 13-day tra±c data series observed by Vlahogianni et al 32 in Athens, Greece; the dual-loop detector data collected by Lan et al 33 on a mainline segment of the northbound Sun Yat-Sen Freeway in Taiwan. Based on this assumption, this study considers the actual route travel time as the combination of the historical trend in terms of the median of historical travel times, the variation in travel time, and a model relationship error.…”
Section: Problem Statementmentioning
confidence: 99%
“…The different plots illustrate macroscopic regularities in the evolution of time series values: relative minima occurring in nocturnal rest and within workday periods, grow to relative maxima occurring at the beginning and at the end of workdays, and for the middle hours of weekend days. At a smaller time scale, a fluctuating component goes along with those macroscopic regularities and causes the phenomenon of “similar but not exactly the same” patterns for successive time series (Lan et al, 2008). For the case of time series of volume data, that fluctuating component noticeabley has different amplitude when congestion, reflected in occupancy rates, is low than when congestion gets higher.…”
Section: Input Data Analysismentioning
confidence: 99%