Yongming Ji , Chengfan Ji , Shouheng Shen , Jun Zhang , Songtao Hu
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Subsequently, the heat transfer performance of CHEs under various design parameters was simulated and analyzed. Finally, a statistical analysis was conducted to examine the impact of different factors on the heat transfer performance of CHEs. The analysis results indicate that the tunnel air temperature has the most significant influence, followed by the CHE inlet temperature parameter and the length of CHE laying pipe. The impact of the CHE inlet flow velocity is minimal. It is recommended that, during the design stage of a CHE heat exchanger, priority should be given to controlling the tunnel air temperature, optimizing the CHE inlet temperature and pipe length, and setting a minimum possible CHE inlet flow velocity. The optimal combination of design parameters for the tunnel lining CHEs were determined as follows: under the cooling mode, a tunnel air temperature of 23 °C, a CHE design inlet temperature of 39 °C, a laying pipe length of 6 m, and an inlet flow velocity of 0.08 m/s; under the heating mode, a tunnel air temperature of 20 °C, a design inlet temperature of 4 °C, a laying pipe length of 6 m, and an identical flow velocity of 0.08 m/s. 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引用次数: 0
摘要
地铁源热泵系统(SSHPS)结合了隧道衬砌毛细管热交换器(CHE),是一种有效的技术,可减轻地铁隧道的热衰减,同时充分利用地热能达到供暖和制冷的目的。虽然对隧道衬砌热交换器的性能进行了大量研究,但仍缺乏实用的工程设计方法。本研究旨在分析隧道衬砌热交换器在典型设计条件下的传热特性,并根据分析结果确定最佳设计条件。在青岛 SSHPS 示范项目的基础上,使用 ANSYS 建立了隧道衬砌 CHE 的数值模型。随后,模拟并分析了不同设计参数下 CHE 的传热性能。最后,进行了统计分析,以研究不同因素对 CHEs 传热性能的影响。分析结果表明,隧道空气温度的影响最大,其次是 CHE 入口温度参数和 CHE 铺设管道的长度。CHE入口流速的影响最小。建议在 CHE 热交换器的设计阶段,应优先考虑控制隧道空气温度、优化 CHE 入口温度和管道长度,并尽可能设定最小的 CHE 入口流速。隧道衬砌 CHE 的最佳设计参数组合如下:在冷却模式下,隧道空气温度为 23 °C,CHE 设计入口温度为 39 °C,铺设管道长度为 6 米,入口流速为 0.08 米/秒;在加热模式下,隧道空气温度为 20 °C,设计入口温度为 4 °C,铺设管道长度为 6 米,相同流速为 0.08 米/秒。这项研究可为实际工程中的隧道衬砌 CHE 设计提供有价值的参考。
Performance and optimal design parameters of tunnel lining CHEs under typical design conditions
The subway source heat pump system (SSHPS) incorporating a tunnel lining capillary heat exchanger (CHE) is an efficient technology for mitigating thermal degradation in subway tunnels while fully harnessing geothermal energy for heating and cooling purposes. Although extensive research has been conducted on the performance of tunnel lining heat exchangers, a practical engineering design method is still lacking. The objective of this study is to analyze the heat transfer characteristics of tunnel lining CHEs under typical design conditions and subsequently determine the optimal design conditions based on the analysis results. A numerical model of tunnel lining CHEs was developed using ANSYS, based on a demonstration project of SSHPS in Qingdao. Subsequently, the heat transfer performance of CHEs under various design parameters was simulated and analyzed. Finally, a statistical analysis was conducted to examine the impact of different factors on the heat transfer performance of CHEs. The analysis results indicate that the tunnel air temperature has the most significant influence, followed by the CHE inlet temperature parameter and the length of CHE laying pipe. The impact of the CHE inlet flow velocity is minimal. It is recommended that, during the design stage of a CHE heat exchanger, priority should be given to controlling the tunnel air temperature, optimizing the CHE inlet temperature and pipe length, and setting a minimum possible CHE inlet flow velocity. The optimal combination of design parameters for the tunnel lining CHEs were determined as follows: under the cooling mode, a tunnel air temperature of 23 °C, a CHE design inlet temperature of 39 °C, a laying pipe length of 6 m, and an inlet flow velocity of 0.08 m/s; under the heating mode, a tunnel air temperature of 20 °C, a design inlet temperature of 4 °C, a laying pipe length of 6 m, and an identical flow velocity of 0.08 m/s. This study can serve as a valuable reference for tunnel lining CHE design in practical engineering.
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