The Asymmetric Cell Transmission model can be used to simulate traffic flows in freeway sections. The model is specified by fundamental diagram parameters—determined from mainline data, and on-ramp and off-ramp flows. The mainline flow/density data are efficiently archived and readily available, but the ramp flow data are generally found missing. This paper presents an imputation technique based on iterative learning control to determine these flows. The imputation technique is applied sequentially on all the segments of the freeway, and the ramp flows, which minimize the error between the model calculated densities/flows and measurements are investigated. The stability and convergence of the density and flow errors using the imputation updates is also presented. Finally an example is shown to illustrate its use in a practical scenario.
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ASME 2009 Dynamic Systems and Control Conference
October 12–14, 2009
Hollywood, California, USA
Conference Sponsors:
- Dynamic Systems and Control Division
ISBN:
978-0-7918-4892-0
PROCEEDINGS PAPER
Imputation of Ramp Flow Data Using the Asymmetric Cell Transmission Traffic Flow Model
Ajith Muralidharan,
Ajith Muralidharan
University of California, Berkeley, CA
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Roberto Horowitz
Roberto Horowitz
University of California, Berkeley, CA
Search for other works by this author on:
Ajith Muralidharan
University of California, Berkeley, CA
Roberto Horowitz
University of California, Berkeley, CA
Paper No:
DSCC2009-2721, pp. 749-756; 8 pages
Published Online:
September 16, 2010
Citation
Muralidharan, A, & Horowitz, R. "Imputation of Ramp Flow Data Using the Asymmetric Cell Transmission Traffic Flow Model." Proceedings of the ASME 2009 Dynamic Systems and Control Conference. ASME 2009 Dynamic Systems and Control Conference, Volume 1. Hollywood, California, USA. October 12–14, 2009. pp. 749-756. ASME. https://doi.org/10.1115/DSCC2009-2721
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