A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks

The vehicle nonstrict priority give-way behavior (VNPGWB) is a common part of traffic interaction between motorized and nonmotorized vehicles in many countries. This study proposes a mixed-flow cellular automaton model to simulate the passing of vehicles in front of bicycles at crosswalks. The mixed...

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Main Authors: Yunxuan Li, Zeyang Cheng, Jian Lu, Lin Zhang
Format: Article
Language:English
Published: Hindawi-Wiley 2020-01-01
Series:Journal of Advanced Transportation
Online Access:http://dx.doi.org/10.1155/2020/5073023
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spelling doaj-166132d42e5b4c46ae65dd9e4603eda32021-01-11T02:21:09ZengHindawi-WileyJournal of Advanced Transportation2042-31952020-01-01202010.1155/2020/5073023A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at CrosswalksYunxuan Li0Zeyang Cheng1Jian Lu2Lin Zhang3School of TransportationSchool of TransportationSchool of TransportationSchool of Civil Engineering and TransportationThe vehicle nonstrict priority give-way behavior (VNPGWB) is a common part of traffic interaction between motorized and nonmotorized vehicles in many countries. This study proposes a mixed-flow cellular automaton model to simulate the passing of vehicles in front of bicycles at crosswalks. The mixed-flow model combines a vehicle model with a bicycle model, using nonstrict priority give-way and strict give-way two driving behaviors defined as relating to the decision point rule and the launching rule, respectively. Simulation results showed that as the vehicle and bicycle inflow rates increased, a critical inflow rate divided vehicle and bicycle traffic flow into free flow and saturated flow conditions. The values of vehicle saturation flow decreased from 0.34 to 0.05, and the values of bicycle saturation flow decreased from 0.54 to 0.44, indicating that the mixed traffic flow has a negative effect on vehicle and bicycle saturated flow. Results also showed that VNPGWB effectively improves vehicle saturation flow over that of the strict give way. The advantage of VNPGWB is more significant when vehicles and bicycles are in saturation traffic flow.http://dx.doi.org/10.1155/2020/5073023
collection DOAJ
language English
format Article
sources DOAJ
author Yunxuan Li
Zeyang Cheng
Jian Lu
Lin Zhang
spellingShingle Yunxuan Li
Zeyang Cheng
Jian Lu
Lin Zhang
A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks
Journal of Advanced Transportation
author_facet Yunxuan Li
Zeyang Cheng
Jian Lu
Lin Zhang
author_sort Yunxuan Li
title A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks
title_short A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks
title_full A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks
title_fullStr A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks
title_full_unstemmed A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks
title_sort mixed-flow cellular automaton model for vehicle nonstrict priority give-way behavior at crosswalks
publisher Hindawi-Wiley
series Journal of Advanced Transportation
issn 2042-3195
publishDate 2020-01-01
description The vehicle nonstrict priority give-way behavior (VNPGWB) is a common part of traffic interaction between motorized and nonmotorized vehicles in many countries. This study proposes a mixed-flow cellular automaton model to simulate the passing of vehicles in front of bicycles at crosswalks. The mixed-flow model combines a vehicle model with a bicycle model, using nonstrict priority give-way and strict give-way two driving behaviors defined as relating to the decision point rule and the launching rule, respectively. Simulation results showed that as the vehicle and bicycle inflow rates increased, a critical inflow rate divided vehicle and bicycle traffic flow into free flow and saturated flow conditions. The values of vehicle saturation flow decreased from 0.34 to 0.05, and the values of bicycle saturation flow decreased from 0.54 to 0.44, indicating that the mixed traffic flow has a negative effect on vehicle and bicycle saturated flow. Results also showed that VNPGWB effectively improves vehicle saturation flow over that of the strict give way. The advantage of VNPGWB is more significant when vehicles and bicycles are in saturation traffic flow.
url http://dx.doi.org/10.1155/2020/5073023
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