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Experimental design of a “coupled heat transfer” model for surrounding rock–heat exchanger–airflow in high geothermal tunnels
Experimental Technology and Management 2025, 42(11): 52-59
Published: 20 November 2025
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[Objective]

With the increasing construction of deep and long tunnels, high geothermal environments have becomea criticalissueaffecting both construction safety and thermal comfort. Although such environments are often associated with thermal hazards, the stable geothermal potential of thesurrounding rock can be exploited as a renewable heat source. However, the thermal performance of ground heat exchangers (GHEs) in high-temperature tunnelsremainsinsufficientlyunderstood from anexperimental perspective. This study develops a scaled laboratory platform to investigate the coupled heat transfer behavior amongsurrounding rock, heat exchangers, and tunnel airflow.

[Methods]

A scaled experimental platform with a geometric scale ratio of 1 : 30 wasdesigned and constructed, consisting of a model test box, model tunnel, heat exchange system, heating system, ventilation system, seepage simulation system, and multipoint data acquisition system. This platform allowsforcontrolled simulation of coupled thermal processes under variable environmental conditions. Experiments wereconducted to evaluate the effects of ventilation speed (0 – 3 m/s), seepage water temperature (60 – 80 ℃), and working fluid velocity (0.4 – 0.8 m/s) on thermal performance. The outlet water temperature wasused as the primary indicatorofcoupledheat transfer behavior.

[Results]

The results showthat ventilation speed hasa noticeable influence on heat exchange: the outlet water temperature decreasessignificantly when the airflow speed exceeds 2 m/s. High-temperature seepage markedly increases the outlet temperature during the initial stage of heat exchange (e.g., seepage at 80 ℃ increased the outlet temperature by 87% comparedwith the no-seepage case). However, this effect gradually weakensdue tothe limited water retention of the surrounding rock. Increasing the working fluid velocity enhancesboth heat-exchange efficiency and system stability, with 0.6 m/s identified as the optimal operating parameter balancingthermal performance and energy efficiency.

[Conclusions]

This study experimentallyrevealshowventilation, seepage temperature, and fluid velocity influence the thermal performance of GHE systems in high-geothermal tunnels. The findings provide valuable guidancefor the design and operationof geothermalenergy utilization systems in underground engineering.

Open Access Issue
Study on the Effect of Centralized Smoke Exhaust from Underground Interchange Ramps
Chinese Journal of Underground Space and Engineering 2024, 20(3): 997-1005
Published: 01 June 2024
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For the fire smoke control of the interchange ramp connecting the main tunnel at both ends, the effect of the longitudinal induced air velocity, smoke vent size and fire source location on the top centralized smoke exhaust effect was investigated with the help of numerical simulation software FDS based on the Nanjing West Jianning Road Curve A ramp project. The results show that: the fire source is located in the middle of the ramp, the induced air speed is 1.0 m/s to ensure that the smoke does not "spread across the area", and the smoke control effect is better when the induced air speed is 1.5 m/s and the smoke volume is 150 m3/s; the smoke spread range in the ramp decreases with the increase of the smoke vent size, and when the smoke vent length to width ratio is 4 and the area. When the smoke vent aspect ratio is 4 and the area is 6 m2, the smoke control effect in the ramp is better, and the overall smoke exhaust efficiency of the system is more than 98%; when the smoke vent aspect ratio is unchanged, the maximum temperature of the vault decreases with the increase of the smoke vent area; when the smoke vent area is unchanged, the maximum temperature of the vault increases with the increase of the smoke vent aspect ratio. When the fire source is located in the upstream or downstream of the ramp, the smoke exhaust air volume should be increased to at least 210 m3/s and the induced air velocity should be optimized.

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