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contributor authorSalaheldeen M. S. Seliman
contributor authorAdel W. Sadek
contributor authorQing He
date accessioned2022-01-30T21:23:39Z
date available2022-01-30T21:23:39Z
date issued8/1/2020 12:00:00 AM
identifier otherJTEPBS.0000395.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268120
description abstractThis study develops optimal variable, lane group–based, speed limits for traffic control at freeway lane drop areas (e.g., work zones). The proposed approach adopts a simulation-optimization framework that utilizes a calibrated and validated macroscopic traffic flow model METANET, along with the microscopic traffic simulation model VISSIM, to develop the optimal speed limits. A multiobjective optimization framework is implemented whereby the model primarily seeks to improve traffic safety by reducing the average number of stops, while taking other objectives, such as the average travel time and throughput, into consideration. For optimization, the heuristic, biologically-inspired optimization technique known as particle swarm optimization (PSO), is utilized, and the ε-constraint method is adopted to allow for considering multiple objectives in the optimization process. The proposed traffic control strategy is then evaluated for a hypothetical freeway lane drop area under a real-world congested traffic scenario. The research findings show that the proposed lane group–based control strategy outperforms other link-based, variable speed limits reported in the literature.
publisherASCE
titleOptimal Variable, Lane Group–Based Speed Limits at Freeway Lane Drops: A Multiobjective Approach
typeJournal Paper
journal volume146
journal issue8
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/JTEPBS.0000395
page15
treeJournal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 008
contenttypeFulltext


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