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...
Main Authors: | , , , |
---|---|
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 |
id |
doaj-166132d42e5b4c46ae65dd9e4603eda3 |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT yunxuanli amixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT zeyangcheng amixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT jianlu amixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT linzhang amixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT yunxuanli mixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT zeyangcheng mixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT jianlu mixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks AT linzhang mixedflowcellularautomatonmodelforvehiclenonstrictprioritygivewaybehavioratcrosswalks |
_version_ |
1714949976147099648 |