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A field study on the application of distributed temperature sensing technology in thermal response tests for borehole heat exchangers

  • Dingfeng Cao
  • Bin ShiEmail author
  • Hong-Hu ZhuEmail author
  • Guangqing Wei
  • Hainar Bektursen
  • Mengya Sun
Original Paper
  • 88 Downloads

Abstract

Although the enhanced thermal response test (ETRT) method has been used to determine the distribution of ground temperatures and effective thermal conductivities, there are a number of obstacles which limit the wide application of this technology in the discipline of geoengineering. In this literature, four aspects of ETRT technology were investigated: (a) acquisition of ground temperature, (b) installation of the heat exchange tubes, (c) optimization of the monitoring positions, and (d) the difference in thermal conductivity obtained by the ETRT and numerical simulation. To investigate these issues, a field trial was carried out in Heze, Shandong Province, China, and the corresponding numerical models were built. The results demonstrate that: (i) the conventional methods that infer undisturbed ground temperature using water in tubes have large errors, whereas the distributed temperature sensing (DTS) technique enables the measurement of precise temperature profiles; (ii) the thermal conductivity measured using double U-tubes reflects the soil thermal property more accurately than that for a single U-tube; (iii) it is more reasonable to install optical fibers outside the U-tube sidewall than inside the observation tube; and (iv) it is essential to quantitatively consider various interface thermal impedance when estimating ground thermal conductivities using numerical simulation.

Keywords

Distributed temperature sensing (DTS) Thermal response test (TRT) Ground-coupled heat pump (GCHP) Thermal conductivity Fiber optic sensor 

Notes

Acknowledgements

The authors would like to thank all the participants of the experimental studies. The financial support provided by the National Natural Science Foundation of China (grant nos. 41230636, 41427801, and 41722209), Research Funds for the Central Universities (grant no. 020614380050), the Key Laboratory of Earth Fissures Geological Disaster, Ministry of Land and Resources, and Geological Survey of Jiangsu Province (grant no. 201401) are gratefully acknowledged. The first author is grateful for the scholarship provided by the China Scholarship Council.

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Copyright information

© Springer-Verlag GmbH Germany, part of Springer Nature 2018

Authors and Affiliations

  1. 1.School of Earth Sciences and EngineeringNanjing UniversityNanjingChina
  2. 2.Department of Civil and Environmental Engineering, Engineering CollegeUniversity of Wisconsin–MadisonMadisonUSA
  3. 3.Suzhou NanZee Sensing Technology Co., Ltd.SuzhouChina

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