中国安全科学学报 ›› 2022, Vol. 32 ›› Issue (12): 79-87.doi: 10.16265/j.cnki.issn1003-3033.2022.12.0110

• 安全工程技术 • 上一篇    下一篇

某高原螺旋施工隧道CO分布及扩散特征

刘杰1(), 周皓文1, 王婉青2, 张悦1, 赵湖云1   

  1. 1 昆明理工大学 公共安全与应急管理学院,云南 昆明 650093
    2 云南财经大学 金融学院,云南 昆明 650221
  • 收稿日期:2022-07-09 修回日期:2022-10-15 出版日期:2022-12-28
  • 作者简介:

    刘 杰 (1986—),男,云南禄丰人,博士,副教授,主要从事地下工程通风与安全、城市公共安全及安全与应急管理体系建设等方面的研究。E-mail:

  • 基金资助:
    云南省重点研发计划项目(202003AC100002); 云南省教育厅科学研究基金资助(2018JS034)

Study on CO distribution and diffusion in spiral construction tunnel on plateau

LIU Jie1(), ZHOU Haowen1, WANG Wanqing2, ZHANG Yue1, ZHAO Huyun1   

  1. 1 Faculty of Public Security and Emergency Management, Kunming University of Science and Technology, Kunming Yunnan 650093, China
    2 School of Finance, Yunnan University of Finance and Economics, Kunming Yunnan 650221, China
  • Received:2022-07-09 Revised:2022-10-15 Published:2022-12-28

摘要:

为探究某高原螺旋施工隧道内风流场分布情况及CO运移特征,提升隧道掘进面施工环境空气质量,以流体控制方程和组分运输模型为基础,运用Ansys Fluent流体仿真软件,以送风风速、掘进面与风筒口之间的距离为影响因素,模拟多个工况下的风流场和CO分布特征,并建立一种适用于测算高原螺旋施工隧道内CO质量浓度的多元线性回归模型。结果表明:沿隧道出口方向,隧道断面的平均风速在风筒口前方先增大后减小,在风筒口后方逐步趋于稳定;当掘进面与风筒口之间距离超过30 m时,射流末端和风筒口前端2个区域容易形成明显的涡流;CO质量浓度分布受风速和距离的影响呈现出“中间低,两边高”和“左低右高,上低下高”2种分布特征;隧道内不同时刻、不同截面上的CO质量浓度可按多元线性回归模型测算。

关键词: 高原地区, 螺旋施工隧道, CO质量浓度, 掘进面, 风流场

Abstract:

In order to explore the air flow field distribution and CO migration characteristics in a spiral construction tunnel on the plateau and improve the ambient air quality of the excavation face in the construction tunnel, Ansys Fluent was used for fluid simulation based on fluid governing equations and component transport models. The characteristics of the airflow field and CO distribution under multiple working conditions were simulated by taking the air speed of supply wind and the distance between the excavation face and air duct as the influencing factors, and a multiple linear regression model was established for the calculation of CO mass concentration in the spiral construction tunnel on the plateau. The results show that the average wind speed of the cross-section first increases and then decreases in front of the air duct, and gradually becomes stable behind the air duct along the tunnel exit direction. When the distance between the excavation face and the air duct exceeds 30 m, the two regions of the jet end and the front of the air duct mouth are easy to form an obvious vortex. The CO concentration presents two distribution characteristics: "low in the middle, high on both sides" and "low on the left and high on the right, low on the top and high on the bottom" with the influence of wind speed and distance. The CO mass concentration at different times and sections in the tunnel can be calculated by multiple linear regression model.

Key words: plateau section, spiral construction tunnel, CO mass concentration, excavation face, airflow field