...
首页> 外文期刊>Applied thermal engineering: Design, processes, equipment, economics >Thermophysical parameters from laboratory measurements and in-situ tests in borehole heat exchangers
【24h】

Thermophysical parameters from laboratory measurements and in-situ tests in borehole heat exchangers

机译:来自实验室测量的热物理参数和钻孔换热器的原位试验

获取原文
获取原文并翻译 | 示例
           

摘要

Laboratory and in-situ tests were carried out with the aim of investigating underground thermal properties and mechanisms of heat transfer of a pilot ground-source heat pump system consisting of two borehole heat exchangers. Samples of grouts used for filling the boreholes and of the main lithotypes penetrated by drilling were analysed in the lab for assessing their thermal properties. Grouts with different mechanical characteristics and similar mineral composition were used in the two holes. The grout thermal conductivity ranged from 1.65 to 2.13 W m(-1) K-1 and thermal diffusivity from 0.61 to 0.80 mu m(2) s(-1). Thermophysical measurements on the lithotypes showed the largest thermal conductivity (2.66 W m(-1) K-1) in sandstones, whereas pelite denoted the lowest value (1.82 W m(-1) K-1). The average thermal diffusivity was 0.73 mu m(2) s(-1). The in-situ experiments included thermal logs, to evaluate the undisturbed underground temperature, and thermal response tests, which were interpreted with the moving line-source model to infer the underground thermal conductivity, the borehole thermal resistance and the groundwater velocity. The inferred thermal conductivity varied from 2.09 to 2.48W m(-1) K-1 and thermal resistance from 0.188 to 0.193 m K-1 W-1. Values of Darcy velocity ranged from 5 to 9 x 10(-7) ms(-1). After the heat injection tests, the temperature variation with time was recorded at 20-m-depth intervals in both holes. The temperature-time series were used to assess the thermal conductivity variation with depth. In both boreholes, thermal conductivity was little variable from 20 to 80 m depth (2.14-2.34 W m(-1) K-1) and it increased (2.49-2.68 W m(-1) K-1) at the hole bottom. The average thermal conductivity for the two boreholes was quite similar (2.29-2.32 W m(-1) K-1) and consistent with the values obtained with the moving line-source model. The results obtained with this approach were also consistent with the laboratory measurements and gave estimates of thermal conductivity at different depths.
机译:实验室和原位测试是为了调查由两个钻孔热交换器组成的先导地面热泵系统的地下热性能和传热机制。在实验室中分析了用于填充钻孔和通过钻井穿透的主碎石的灌浆样品进行评估。在两个孔中使用具有不同机械特性和类似矿物组合物的灌浆。灌浆热导率范围为1.65至2.13W m(-1)k-1,并从0.61至0.80μm(2)s(-1)的热扩散率。硅烷上的热物理测量显示出砂岩中最大的导热率(2.66WM(-1)K-1),而百分点表示最低值(1.82WM(-1)K-1)。平均热扩散率为0.73μm(2)s(-1)。原位实验包括热原木,以评估未受干扰的地下温度和热响应试验,并热响应测试,其被移动线源模型解释,以推断地下导热率,钻孔热阻和地下水速度。推断的导热率从2.09至2.48W m(-1)k-1变化,热阻为0.188至0.193 m k-1w-1。达西速度的值范围为5至9×10(-7)ms(-1)。在热注射测试之后,在两个孔中以20M深度间隔记录时间的温度变化。温度时间序列用于评估热导电率随深度的变化。在两个钻孔中,导热率为20至80米深度的变量很小(2.14-2.34W m(-1)k-1),它在孔底部增加(2.49-2.68W m(-1)k-1) 。两个钻孔的平均导热率非常相似(2.29-2.32wm(-1)k-1),并与通过移动线源模型获得的值一致。通过该方法获得的结果也与实验室测量结果一致,并在不同深度下给出导热率的估计。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号