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contributor authorJohn C. Golias
date accessioned2017-05-08T21:04:15Z
date available2017-05-08T21:04:15Z
date copyrightMay 2003
date issued2003
identifier other%28asce%290733-947x%282003%29129%3A3%28286%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37511
description abstractThis paper examines the influence of taxi behavior on urban traffic conditions. Using computer simulation and the Taxi Equivalence Factor (TEF), a concept similar to the passenger car equivalents for heavy vehicles, the impacts of taxi traffic on the capacity, and delays at urban road sections is quantified. The taxi equivalence factor is based either on capacity or on delay. Through extensive simulation analysis, the effects of various traffic parameters on the magnitude of the TEF were examined. The results suggest that the TEF is significantly higher for one-lane roads than it is for two-lane roads. Further, the capacity based TEF takes on very low values, while the delay based TEF takes on values that under specific traffic conditions may approach 2. This indicates that the presence of taxis does not seem to affect road capacity, but it significantly affects traffic delay. In any case, the maximum TEF values are found, as expected, when flow approaches capacity.
publisherAmerican Society of Civil Engineers
titleExamining Sensitivity of Impact of Taxi Traffic on Capacity and Delays at Urban Road Sections
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2003)129:3(286)
treeJournal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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