Technical Papers
Mar 12, 2019

Applying Probabilistic Model to Quantify Influence of Rainy Weather on Stochastic and Dynamic Transition of Traffic Conditions

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 145, Issue 5

Abstract

This study used a time-varying Markov chain (TMC) assumption to develop an empirical probabilistic model that evaluates the influence of rainy weather and traffic volume on the dynamic transition of traffic conditions. The 2015 traffic and precipitation data for the I-295 freeway in Jacksonville, Florida, were used in the analysis. Using the Gaussian mixture model, speed thresholds for free-flow regimes during the morning and evening peak periods were determined to be 101.4 and 103.0  km/h (63 and 64  mi/h), respectively. The results from the TMC model suggested that precipitation and traffic flow rate significantly influence the stochastic dynamic transition of traffic conditions at a 95% Bayesian credible interval. The presence of rain was observed to significantly increase the breakdown process compared with the state of remaining in the congested regime. Similarly, the probability of breakdown was observed to increase more than the probability of remaining in a congested regime state when traffic flow increased. These findings are expected to enhance the understanding of the transition process of different traffic conditions over time, which in turn will facilitate developing effective congestion solutions.

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 145Issue 5May 2019

History

Received: Mar 8, 2018
Accepted: Oct 22, 2018
Published online: Mar 12, 2019
Published in print: May 1, 2019
Discussion open until: Aug 12, 2019

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Authors

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Emmanuel Kidando, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Tallahassee, FL 32310 (corresponding author). Email: [email protected]
Angela E. Kitali, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Florida International Univ., 10555 W Flagler St., Miami, FL 33174. Email: [email protected]
Sia M. Lyimo, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Construction Engineering, Western Michigan Univ., 1903 W. Michigan Ave., Kalamazoo, MI 49008-5316. Email: [email protected]
Thobias Sando, Ph.D. [email protected]
P.E.
Professor, School of Engineering, Univ. of North Florida, 1 UNF Dr., Jacksonville, FL 32224. Email: [email protected]
Ren Moses, Ph.D. [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Tallahassee, FL 32310. Email: [email protected]
Valerian Kwigizile, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Construction Engineering, Western Michigan Univ., 1903 W. Michigan Ave., Kalamazoo, MI 49008-5316. Email: [email protected]
Deo Chimba, Ph.D. [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Tennessee State Univ., 3500 John A Merritt Blvd., Nashville, TN 37209. Email: [email protected]

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