ZHAO Xin, ZHANG Hong-wei, YANG Xiao-hua, LAI Hong-peng, WANG Xue-ying, ZHAO Xiao-liang. Heat transfer characteristics for temperature of simple harmonic quantity in the cold-region tunnel and sensitivity of influencing factors[J]. Journal of Traffic and Transportation Engineering, 2020, 20(6): 148-160. doi: 10.19818/j.cnki.1671-1637.2020.06.013
Citation: ZHAO Xin, ZHANG Hong-wei, YANG Xiao-hua, LAI Hong-peng, WANG Xue-ying, ZHAO Xiao-liang. Heat transfer characteristics for temperature of simple harmonic quantity in the cold-region tunnel and sensitivity of influencing factors[J]. Journal of Traffic and Transportation Engineering, 2020, 20(6): 148-160. doi: 10.19818/j.cnki.1671-1637.2020.06.013

Heat transfer characteristics for temperature of simple harmonic quantity in the cold-region tunnel and sensitivity of influencing factors

doi: 10.19818/j.cnki.1671-1637.2020.06.013
Funds:

National Natural Science Foundation of China 51978064

Key Scienceand Technology Project of the Ministry of Transport 2018-MSI-018

Natural Science Foundationin of Inner Mongolia Autonomous Region 2019MS05029

Construction Science and Technology Project of Inner Mongolia Autonomous Region Transport Department NJ-2020-05

More Information
  • In order to investigate the spatial-temporal changing laws of temperature field in cold-region tunnels, a radial heat transfer model was established of temperature of simple harmonic quantity in the cold-region tunnel according to the time and space scales from the perspective of waves. Moreover, the radial heat transfer expression of temperature of simple harmonic quantity in the cold-region tunnel was deduced based on Fourier's laws of heat transfer. Based on the temperature test results of Xing'anling Highway Tunnel, the feasibility of the radial heat transfer expression of temperature of simple harmonic quantity was verified. Distribution characteristics of temperature of simple harmonic quantity in radial depth and its variation with freeze-thaw cycles were analyzed. The sensitivity factor for this temperature was normalized to each influence factor using the system stability analysis method. Analysis result shows that within the tunnel radial depth of 0.00-4.00 m, the temperature amplitude has a range of 11.67 ℃-0.45 ℃ and it decays as a negative exponential function. The temperature phase shift has a range of 0.00-75.24 d and it increases as a proportional function. The average annual temperature increases linearly and has a range of-0.62 ℃-1.98 ℃. Affected by the annual warming trend of temperature at the tunnel site, the average annual temperature on the tunnel wall at the entrance increases by approximately 0.75 ℃ from 2016 to 2019, which increasing every year with the freeze-thaw cycles. The average annual temperature is greatly affected by the freeze-thaw cycles within a depth of 2.00 m, but less affected at depths beyond 2.00 m. The temperature amplitude on the tunnel wall at the entrance decreases by 1.48 ℃ from 2016 to 2019, and that attenuates every year with the freeze-thaw cycles. The temperature amplitude decays faster below the depth of 2.00 m, but slower above 2.00 m. The day phase on the tunnel wall at the entrance is delayed by 7.20 d from 2016 to 2019, which continues to rise every year within freeze-thaw cycles. The sensitivities of temperature of simple harmonic quantity to each influence factor from high to low are temperature amplitude and average annual temperature of tunnel wall, ice content, water content and porosity of surrounding rock, specific heat capacity and thermal conductivity of skeleton particles.

     

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