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contributor authorWeijie Chen
contributor authorFeng Zhu
contributor authorXiaomeng Shi
contributor authorZhirui Ye
date accessioned2023-04-07T00:40:11Z
date available2023-04-07T00:40:11Z
date issued2022/11/01
identifier otherJTEPBS.0000753.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289510
description abstractAn improved pedestrian delay model was proposed for signalized intersections with a two-stage crossing in this paper. This delay model considers the pedestrian physical queuing length when they are waiting on the curbside and the refuge island. It can significantly improve the estimation accuracy of the second-stage delay for pedestrians. The shock wave theory and a triangular-shaped fundamental diagram were used to model pedestrian queue formation and dissipation. The proposed model is presented in a general form for estimating the first-stage delay and second-stage delay classified in 12 different scenarios. The model was compared with the existing two-stage delay model by microscopic simulations with different signal settings and pedestrian volume settings. Results show our modified model is more accurate than the existing model under medium and high pedestrian arrival rates.
publisherASCE
titleModeling the Pedestrian Delay at Signalized Intersections with Two-Stage Crossing: Considering Physical Queuing Length
typeJournal Article
journal volume148
journal issue11
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/JTEPBS.0000753
journal fristpage04022099
journal lastpage04022099_13
page13
treeJournal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 011
contenttypeFulltext


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