吉林大学学报(信息科学版) ›› 2022, Vol. 40 ›› Issue (6): 937-945.

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隧道侧壁效应下的交通流粘滞特性建模

李振江, 万 利, 吴 涛, 陶楚青   

  1. 山东省交通规划设计院集团有限公司 隧道与地下工程设计分院, 济南 250000
  • 收稿日期:2022-06-01 出版日期:2022-12-09 发布日期:2022-12-09
  • 通讯作者: 陶楚青(1995— ), 男, 山东临沂人, 山东省交通规划设计院集团有限公司工程师, 主要从事智慧隧道研究, (Tel)86-15506056500(E-mail)taocq1713@ 163. com.
  • 作者简介:李振江(1965— ), 男, 山东东营人, 山东省交通规划设计院集团有限公司研究员, 主要从事隧道安全设计研究, (Tel) 86-13606417801(E-mail)jnlzj@ 163. com.
  • 基金资助:
    山东省交通运输厅科技计划基金资助项目(KJ鄄2019鄄SDSJTT鄄04)

Modeling of Viscous Characteristics of Traffic Flow under Tunnel Sidewall Effect

LI Zhenjiang, WAN Li, WU Tao, TAO Chuqing   

  1. Tunnel and Underground Engineering Design Branch, Shandong Provincial Communications Planning and Design Institute Group Company Limited, Jinan 250000, China
  • Received:2022-06-01 Online:2022-12-09 Published:2022-12-09

摘要: 为解决隧道侧壁给交通流带来的压迫以及阻滞效应, 造成隧道交通流偏离车道, 运行速度下降或发生 碰撞的问题, 对隧道侧壁效应下的交通流运行特性与隧道断面优化间的关系进行了研究。 首先分析了隧道 侧壁效应对交通流的影响, 其次结合流体力学知识对隧道交通流粘滞特性理论建模, 最后分别分析了车道 宽度、交通流密度与粘滞系数的关系, 以及交通流速度、 侧壁间距与粘滞力的关系, 并以单向多车道隧道为例 进行了交通流常规粘滞力标定。 实验结果直观表达了交通流粘滞系数与车道宽度和交通流密度的关系以及 交通流粘滞力与侧壁间距和交通流速度的关系, 可作为单向三车道隧道断面优化的理论基础。

关键词: 侧壁效应,  , 交通流粘滞特性,  , 压迫强度,  , 粘滞系数,  , 粘滞力

Abstract: The pressure and blocking effect of the tunnel side wall on the traffic flow causes the tunnel traffic flow to deviate from the lane, reduce the operating speed or collide. The relationship between the traffic flow operating characteristics under the tunnel side wall effect and the tunnel section optimization needs to be studied. Therefor we firstly analyze the influence of tunnel sidewall effect on traffic flow. Secondly, combined with the knowledge of fluid mechanics, the theoretical modeling of the viscous characteristics of tunnel traffic flow is carried out. Finally, the relationship between lane width, traffic flow density and viscous coefficient, the relationship between traffic flow speed, sidewall spacing and viscous force are analyzed respectively. And the conventional viscous force calibration of traffic flow is carried out by taking a one-way multi-lane tunnel as an example. The relevant conclusions of the experiment will provide a theoretical guidance for tunnel speed management and section optimization.

Key words: sidewall effect,  , viscous characteristics of traffic flow,  , compression strength,  , viscosity coefficient,  , viscous force

中图分类号: 

  • TP391