首页|寒区隧道排水沟壁面温度分布规律及冻结区段预测方法

寒区隧道排水沟壁面温度分布规律及冻结区段预测方法

扫码查看
为更有效地对寒区隧道排水沟冻害进行防治,通过实测虎峰岭隧道和治山隧道纵向温度分布,基于工程实际建立了排水沟温度场数值模拟模型,分析了排水沟壁面温度分布规律,提出了排水沟冻结区段预测方法.结果表明:隧道保温边沟和保温中心排水沟易发生冻结,其中保温边沟冻结问题是寒区隧道冻害设防中应关注的重点;温度短周期波动对排水沟温度场的影响随着深度增加逐渐减弱;在极端低气温条件下,虎峰岭隧道和治山隧道全隧道可能会出现保温边沟冻结的情况,虎峰岭隧道距进口 1 000~3 000 m范围的保温中心水沟为易冻结部位;排水沟内流量越大,冻结区段就越短,且冻结长度受季节变化影响,同一洞内气温条件下,降温季节冻结区段长度小于升温季节.
Wall temperature distribution in tunnel drainage ditches in cold regions and prediction methods for freezing sections
To more effectively prevent and control freezing damage in tunnel drainage ditches located in cold regions,temperature measurements were conducted in the Hufengling Tunnel and Zhishan Tunnel using a temperature recorder.This allowed for the determination of the longitudinal temperature distribution within both tunnels.A numerical simulation model of the temperature field in the drainage ditch was developed using ANSYS numerical simulation software.This model facilitated the analysis of the temperature distribution on the wall surface of the drainage ditch.Based on the temperature field within the tunnel and the freezing conditions of the drainage ditch,a prediction method for identifying freezing sections of the drainage ditch has been proposed.The results indicate that both the tunnel heat preservation side ditch and the heat preservation center drainage ditch are susceptible to freezing.Moreover,the freezing issues related to the heat preservation side ditch should be prioritized in frost protection strategies for tunnels in cold regions.The impact of short-term temperature fluctuations on the temperature field of the drainage ditch diminishes with increasing depth,ultimately exerting no influence on the temperature at the bottom of the tunnel drainage ditch.In extremely low-temperature conditions,both the Hufengling Tunnel and Zhishan Tunnel may experience freezing throughout their entire length within the heat preservation side ditch.The heat preservation center ditch within 1 000 m to 3 000 m from the entrance of the Hufengling Tunnel is particularly susceptible to freezing.Additionally,a higher flow rate in the drainage ditch correlates with a shorter freezing section,and the length of freezing is influenced by seasonal variations.Under identical temperature conditions in the tunnel,the length of the freezing section during the cooling season is shorter than that in the heating season.Based on the prediction results,measures can be taken to protect the more susceptible areas in advance,thereby preventing freezing.

safety engineeringdrainage ditchtemperature fieldfreezing damageprediction method

许鹏、杨瑞松、刘平飞、马振硕

展开 >

宁夏大学土木与水利工程学院,银川 750021

安全工程 排水沟 温度场 冻害 预测方法

2024

安全与环境学报
北京理工大学 中国环境科学学会 中国职业安全健康协会

安全与环境学报

CSTPCD北大核心
影响因子:0.943
ISSN:1009-6094
年,卷(期):2024.24(12)