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基于多元线性回归的匝道路段行车风险预测

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为识别含匝道高速公路路段潜在风险,提高行车安全性,以湖南省境内某服务区所在路段为研究对象,基于实地调研结果,构建多元线性回归行车风险预测模型.首先,利用Vissim软件建立研究区域仿真模型,并采用粒子群算法进行参数标定;其次,基于不同天气条件、服务水平与空间位置,设计275个交通场景;接着,选取交通冲突率为风险评估指标,通过交通仿真得到不同场景下的冲突率;最后,以天气、交通量和空间位置为自变量,冲突率为因变量,构建基于多元线性回归的匝道路段风险预测模型.结果表明,同等天气条件下,服务水平越低,路段行车风险越高;能见度低于100 m时,路段冲突风险明显增加;距离高速公路分合流鼻端上下游100 m范围内的行车风险最高,大于300 m范围内的行车风险显著降低;可通过适当延长入口柔性桩柱、预警提示疏导等措施改善行车风险.
Traffic Risk Prediction on Ramp Sections based on Multiple Linear Regression
In order to identify potential risks in ramp expressway sections and improve driving safety,a multiple linear regression driving risk prediction model is established in the paper based on field research results,taking the section of a service area in Hunan Province as the research object.Firstly,a simulation model for the research area is established based on the Vissim,and a particle swarm optimization algorithm is used for parameter calibration.Secondly,275 traffic scenarios are designed based on weather conditions,service levels and spatial locations.Secondly,the traffic conflict rate is selected as the risk assessment indicator,and the conflict rates in different scenarios are obtained through traffic simulation.Finally,a risk prediction model for ramp sections based on multiple linear regression is constructed with weather,traffic volume and spatial location as independent variables and conflict rate as dependent variables.The results indicate that under the same weather conditions,the lower the service level,the higher the driving risk on the section.When the visibility is below 100 meters,the risk of road conflict significantly increases.The driving risk is highest within 100 meters upstream and downstream of the junction nose of the expressway and significantly reduced within 300 meters.The driving risks can be mitigated by extending the flexible pile column at the entrance and providing warning and guidance.

traffic safetytraffic conflict ratemultiple linear regressionvissim traffic simulationparticle swarm optimization algorithm

董亚冰、李瑞敏、张萌佳、高琼、李洁

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河南省新融高速公路建设有限公司 洛阳市 471000

湖南大学土木工程学院 长沙市 410082

湖南省交通科学研究院有限公司 长沙市 410004

交通安全 交通冲突率 多元线性回归 交通仿真 粒子群算法

2024

公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
年,卷(期):2024.69(9)