朱敦铭,Foong Shen Yang,李云安. 2020.路面下水平地埋管热响应试验与数值模拟研究[J].工程地质学报,28(5):1084 - 1090. doi:10.13544/j.cnki.jeg.2020-310. DOI: 10.13544/j.cnki.jeg.2020-310
    引用本文: 朱敦铭,Foong Shen Yang,李云安. 2020.路面下水平地埋管热响应试验与数值模拟研究[J].工程地质学报,28(5):1084 - 1090. doi:10.13544/j.cnki.jeg.2020-310. DOI: 10.13544/j.cnki.jeg.2020-310
    Zhu Dunming, Foong Shen Yang, Li Yun'an. 2020. Experimental study and numerical simulation of a horizontal ground heat exchanger under pavement[J]. Journal of Engineering Geology, 28(5): 1084-1090. doi: 10.13544/j.cnki.jeg.2020-310.
    Citation: Zhu Dunming, Foong Shen Yang, Li Yun'an. 2020. Experimental study and numerical simulation of a horizontal ground heat exchanger under pavement[J]. Journal of Engineering Geology, 28(5): 1084-1090. doi: 10.13544/j.cnki.jeg.2020-310.

    路面下水平地埋管热响应试验与数值模拟研究

    EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF A HORIZONTAL GROUND HEAT EXCHANGER UNDER PAVEMENT

    • 摘要: 近年来,水平式地埋管换热器尤其是路面下水平式地埋管换热器逐步受到国内外学者关注。路面下水平式地埋管换热器利用道路路基施工便利进行安装,可有效节约地埋管换热器前期安装中的钻孔或开挖沟槽费用,且公路作为城镇基础设施,仅中国每年新增公路里程就达100 000 km以上,因此该方案应用潜力较大。为了探究路面下水平地埋管换热器的热扩散半径以及气温对其换热能力的影响,本文采用GeoCube热响应试验测试仪,对路面下埋深0.5 m的水平串联式地埋管换热器进行了两次加热功率分别为4 kW和6 kW的现场常规热响应试验,并基于4 kW热响应试验参数利用COMSOL软件建立了路面下水平串联式地埋管换热器3D数值模型。研究结果表明:气温波动对路面下地埋管换热器换热能力有显著不利影响。在热响应试验中,该影响会随着加热功率的增大而减小。路面下水平串联式地埋管换热器热扩散半径确定为小于0.75 m,建议地埋管安装间距大于1.5 m以防止热干扰。所建数值模型模拟精度良好,可用于路面下水平串联式地埋管换热器换热过程模拟。

       

      Abstract: The horizontal ground heat exchangers(GHE) and particularly those deployed under pavement have gained increasing attention in recent years. One major advantage of the GHE under pavement is the significant amount of upfront cost that can be saved from drilling or excavation. In China, the potential for these GHE is immense due to the fact that there are more than 100, 000 km of infrastructural pavements being constructed each year. In this paper, we aim to study the thermal diffusion radius of horizontal GHE under pavement and the effect of air temperature fluctuation on the heat transfer capability. In order to achieve the research goal, we use the GeoCube thermal response test unit to conduct two in-situ thermal response tests(TRT), with 4 kW and 6 kW heating powers respectively on the GHE. In addition, a 3D numerical model is developed in COMSOL to simulate the heat transfer between the GHE and soil medium based on the experimental parameters of TRT with 4 kW heating power. The experimental result shows that the fluctuation in air temperature has a substantial adverse impact on the GHE′s heat transfer ability. Nonetheless, the adverse impact is weakened when the heating power of the TRT is increased. According to the experimental and numerical simulation results, the thermal diffusion radius of horizontal GHE under the pavement is found to be less than 0.75 m, thereby suggesting a minimum space to space distance between the GHE pipes to be 1.5 m to prevent thermal interference. The experimental validation also demonstrates that the numerical model can be utilized to simulate the heat transfer progress of a horizontal GHE under pavement and that the accuracy of simulation result is acceptable.

       

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