ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Finite Difference Calculation Model for Tunnel Temperature Field Based on Circular Crosssection
Received date: 2016-02-03
Revised date: 2016-10-31
Online published: 2016-11-30
The horseshoeshaped tunnels and end wall type tunnels are common in mountain areas. It’s necessary to study the suitability of tunnel temperature field calculation model using circular crosssection. The temperature fields of cold region horseshoeshaped tunnels in Northeast China are calculated by circular crosssection model using finite difference method of convectionconduction equations based on airliningsurrounding rock. The calculation results are compared with measured data. The results show that: 1) The finite difference calculation method by using circular crosssection model and considering effects of wind flow velocity and wind flow temperature, is easy and convenient; it can meet the construction requirements. 2) The wind flow velocity in tunnel and wind flow field at tunnel portal have a significant influence on tunnel temperature field. The temperature of secondary lining surface increases by 7.2 ℃ when wind flow temperature at tunnel portal increases by 10 ℃ . The temperature of secondary lining surface reduces by 6.6 ℃, 2.7 ℃, 1.5 ℃ and 0.9 ℃ when the wind flow velocity is 2 m/s, 3 m/s, 4 m/s and 5 m/s respectively.
ZHOU Xiaohan , ZENG Yanhua , BAI Yun , WEI Yingjie , HE Xing . Finite Difference Calculation Model for Tunnel Temperature Field Based on Circular Crosssection[J]. Tunnel Construction, 2016 , 36(11) : 1332 -1336 . DOI: 10.3973/j.issn.1672-741X.2016.11.007
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