Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorRoy, Rupali
dc.contributor.authorSaha, Pritam
dc.contributor.authorKumar Sarkar, Ashoke
dc.date.accessioned2025-08-21T10:44:17Z
dc.date.available2025-08-21T10:44:17Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/158766
dc.description.abstractThe present paper describes a method of modelling speed data on two-lane roads under heavy flow when traffic is heterogeneous in character. The effect of heterogeneity in traffic mix results in deviation of speed distribution model from normal distribution. This effect further exaggerates particularly at heavy flow because of frequent interaction of vehicles in the traffic stream. Thus, there is a need to develop a method of modelling speeds on these roads at such flow condition. On the basis of field data collected on a major intercity road in India, the present study made it evident that skewness of speed data is significantly high under heavy flow situation. This attributes to the fact that majority of vehicles in the traffic stream are entrapped inside platoons and their speed is influenced greatly. The present study, accordingly, examined the distribution of these data and concluded that their logarithmic transformation reasonably satisfies the normality assumption while modelling in terms of goodness-of-fit.en_US
dc.format.extent6 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/158656en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817319318en_US
dc.subjecttwo-lane highwaysen_US
dc.subjectheterogeneous trafficen_US
dc.subjectspeed distributionsen_US
dc.subjectplatooningen_US
dc.subjectK-S testen_US
dc.titleSpeed distributional trends on two-lane roads with mixed traffic under heavy flowen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2017-05-05
dcterms.licenseCC BY NC NDen_US
dcterms.references17en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionIndian Institute of Engineering Science and Technologyen_US
dc.contributor.institutionBirla Institute of Technology and Science Pilanien_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 187en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.40.401en_US


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Rodyti trumpą aprašą

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