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contributor authorLu Shou-feng
contributor authorWang Jie
contributor authorXue Zhi-gui
contributor authorLiu Xi-min
date accessioned2017-05-08T22:33:49Z
date available2017-05-08T22:33:49Z
date copyrightDecember 2015
date issued2015
identifier other49745092.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82704
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.
publisherAmerican Society of Civil Engineers
titleMesoscopic Traffic Flow Model Considering Overtaking Requirements
typeJournal Paper
journal volume9
journal issue4
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000475
treeJournal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 004
contenttypeFulltext


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