Impact of stop-and-go waves and lane changes on discharge rate in recovery flow

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dc.contributor.authorOh, Simonko
dc.contributor.authorYeo, Hwasooko
dc.date.accessioned2015-07-22T04:51:58Z-
dc.date.available2015-07-22T04:51:58Z-
dc.date.created2015-05-24-
dc.date.created2015-05-24-
dc.date.issued2015-07-
dc.identifier.citationTRANSPORTATION RESEARCH PART B-METHODOLOGICAL, v.77, pp.88 - 102-
dc.identifier.issn0191-2615-
dc.identifier.urihttp://hdl.handle.net/10203/200002-
dc.description.abstract"In an effort to uncover traffic conditions that trigger discharge rate reductions near active bottlenecks, this paper analyzed individual vehicle trajectories at a microscopic level and documented the findings. Based on an investigation of traffic flow involving diverse traffic situations, a driver's tendency to take a significant headway after passing stop-and-go waves was identified as one of the influencing factors for discharge rate reduction. Conversely, the pattern of lane changers caused a transient increase in the discharge rate until the situation was relaxed after completing the lane-changing event. Although we observed a high flow from the incoming lane changers, the events ultimately caused adverse impacts on the traffic such that the disturbances generated stop-and-go waves. Based on this observation, we regard upstream lane changes and stop-and-go waves as the responsible factors for the decreased capacity at downstream of active bottlenecks. This empirical investigation also supports the resignation effect, the regressive effect, and the asymmetric behavioral models in differentiating acceleration and deceleration behaviors. (C) 2015 Elsevier Ltd. All rights reserved."-
dc.languageEnglish-
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD-
dc.subjectCAR-FOLLOWING MODEL-
dc.subjectTRAFFIC OSCILLATIONS-
dc.subjectCAPACITY DROP-
dc.subjectDRIVER CHARACTERISTICS-
dc.subjectRELAXATION-
dc.subjectMERGES-
dc.subjectSIMULATION-
dc.subjectRAMP-
dc.titleImpact of stop-and-go waves and lane changes on discharge rate in recovery flow-
dc.typeArticle-
dc.identifier.wosid000356109300005-
dc.identifier.scopusid2-s2.0-84926435739-
dc.type.rimsART-
dc.citation.volume77-
dc.citation.beginningpage88-
dc.citation.endingpage102-
dc.citation.publicationnameTRANSPORTATION RESEARCH PART B-METHODOLOGICAL-
dc.identifier.doi10.1016/j.trb.2015.03.017-
dc.contributor.localauthorYeo, Hwasoo-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorCapacity drop-
dc.subject.keywordAuthorLane change-
dc.subject.keywordAuthorStop-and-go wave-
dc.subject.keywordAuthorDischarge rate-
dc.subject.keywordAuthorAsymmetric traffic flow theory-
dc.subject.keywordPlusCAR-FOLLOWING MODEL-
dc.subject.keywordPlusTRAFFIC OSCILLATIONS-
dc.subject.keywordPlusCAPACITY DROP-
dc.subject.keywordPlusDRIVER CHARACTERISTICS-
dc.subject.keywordPlusRELAXATION-
dc.subject.keywordPlusMERGES-
dc.subject.keywordPlusSIMULATION-
dc.subject.keywordPlusRAMP-
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