2019
DOI: 10.1109/tits.2018.2815182
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Development of Dynamic Platoon Dispersion Models for Predictive Traffic Signal Control

Abstract: As the development of traffic detection technology, recent research is directed to a new generation of signal control system supported by new traffic data. One of these directions is dynamic predictive control by incorporating short-term prediction capability. This paper focuses on investigating of dynamic platoon dispersion models which could capture the variability of traffic flow in a cross-sectional traffic detection environment. The dynamic models are applied to predict the evolution of traffic flow, and … Show more

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Cited by 42 publications
(35 citation statements)
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“…In COP algorithm, the optimal plan must meet the integer stages, so the last stage stops at time , but in the EOP algorithm, the last stage of the optimal plan stops at the range of time internal . So, compared to the COP algorithm, the proposed EOP algorithm can obtain the optimal signal timing plan given the prediction vehicle arrivals [15].…”
Section: Backward Recursionmentioning
confidence: 99%
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“…In COP algorithm, the optimal plan must meet the integer stages, so the last stage stops at time , but in the EOP algorithm, the last stage of the optimal plan stops at the range of time internal . So, compared to the COP algorithm, the proposed EOP algorithm can obtain the optimal signal timing plan given the prediction vehicle arrivals [15].…”
Section: Backward Recursionmentioning
confidence: 99%
“…In this paper, the real-time speed data collected in the upstream cross-sectional VII environment is used. Then, a dynamic platoon dispersion model [15] is developed to predict the arrival distribution at the downstream stop-line. The predicted arrival distributions can be used for signal timing optimization in real time.…”
Section: Introductionmentioning
confidence: 99%
“…Because the tail of the geometric distribution is longer than the corresponding normal distribution, Robertson's model can better predict the platoon dispersion for any given mean travel time [41]. In addition, because of the low computational requirements of Robertson's model, it is easy to apply this model both to the signal optimization of large road networks [37,[42][43][44] and to the development of other traffic theories [31,[45][46][47][48][49].…”
Section: (7)mentioning
confidence: 99%
“…(1) Calculate Queue Length in Intervals of 5 Seconds. Following Bell [50] and Shen et al [31], we took 5 seconds as the time interval in the application of Robertson's model. To express the dynamic evolution of traffic waves more clearly, we introduced the cell transmission model (CTM) [51,52] to describe the formation of traffic waves in intervals of 5 seconds.…”
Section: (7)mentioning
confidence: 99%
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