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dc.contributor.authorLu Shou-feng
dc.contributor.authorWang Jie
dc.contributor.authorXue Zhi-gui
dc.contributor.authorLiu Xi-min
dc.date.accessioned2017-05-08T22:33:49Z
dc.date.available2017-05-08T22:33:49Z
dc.date.copyrightDecember 2015
dc.date.issued2015
dc.identifier.other49745092.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/82704
dc.description.abstractOvertaking probability formula in the Prigogine—Herman traffic flow mesoscopic model is the function of traffic density, which is a linear function and does not consider overtaking requirements. In this paper, we use desired speed to improve the overtaking probability formula and propose a new overtaking probability formula that is nonlinear and a corresponding traffic flow mesoscopic model. The improved model can simultaneously consider traffic density and overtaking requirements, thus reflecting traffic flow operation realistically. We use the proposed model to simulate the diffusion process of vehicles from a high-density section to a low-density section. The example analyzes the difference between the linear overtaking probability formula and the parabolic Greenshield’s overtaking probability formula. Results show that the linear overtaking probability formula evolves quickly and converges to three speed classes. The parabolic Greenshield’s overtaking probability formula converges to six speed classes and can reflect speed distribution evolution reasonably.
dc.publisherAmerican Society of Civil Engineers
dc.titleMesoscopic Traffic Flow Model Considering Overtaking Requirements
dc.typeJournal Paper
dc.journal.volume9
dc.journal.issue4
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000475
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 004
dc.contenttypeFulltext


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