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Thermal Response Test by Improved Test Rig with Heating or Cooling Soil 被引量:1

Thermal Response Test by Improved Test Rig with Heating or Cooling Soil
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摘要 An improved test rig providing both the heat and cold source was used to perform thermal response test (TRT), and the line source model was used for data analysis. The principle of determining the temperature difference between the inlet and outlet of test well can keep the heating or cooling rate constant, along with a reduced size of test rig. Among the influencial factors of the line source model, the temperature difference was determined as the most important, which agreed with the test results. When the gravel was taken as the backfill material, the soil thermal conductivities of heating and cooling at the test place were 1.883 W/(m·K) and 1.754 W/(m·K), respectively, and the deviation of TRT between heating and cooling soil was 6.8%. In the case of fine sand, the thermal conductivities of heating and cooling were 1.541 W/(m·K) and 1.486 W/(m·K), respectively, and the corresponding deviation was 6%. It was also concluded that different velocities of water had less influence on TRT than the temperature difference. An improved test rig providing both the heat and cold source was used to perform thermal response test(TRT), and the line source model was used for data analysis. The principle of determining the temperature difference between the inlet and outlet of test well can keep the heating or cooling rate constant, along with a reduced size of test rig. Among the influencial factors of the line source model, the temperature difference was determined as the most important, which agreed with the test results. When the gravel was taken as the backfill material, the soil thermal conductivities of heating and cooling at the test place were 1.883 W/(m·K) and 1.754 W/(m·K), respectively, and the deviation of TRT between heating and cooling soil was 6.8%. In the case of fine sand, the thermal conductivities of heating and cooling were 1.541 W/(m·K) and 1.486 W/(m·K), respectively, and the corresponding deviation was 6%. It was also concluded that different velocities of water had less influence on TRT than the temperature difference.
出处 《Transactions of Tianjin University》 EI CAS 2014年第1期15-20,共6页 天津大学学报(英文版)
基金 Supported by the National Natural Science Foundation of China(No.41272263)
关键词 ground source heat pump thermal response test thermal conductivity backfill material 测试装置 土壤改良 试验台 热响应 冷却 加热 速率常数 影响因素
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  • 1Carpentier O,Defer D,Antczak E. In situ thermal properties characterization using frequential methods[J].{H}Energy and Buildings,2008,(03):300-307.
  • 2Sanner B,Hellstr?m G,Spitler J. Thermal response test-Current status and world-wide application[A].Antalya,Tur-key,2005.
  • 3Hwang S,Ooka R,Nam Y J. Evaluation of estimation method of ground properties for the ground source heat pump system[J].{H}RENEWABLE ENERGY,2010,(09):2123-2130.
  • 4Lim Kyoungbin,Lee Sanghoon,Lee Changhee. An ex-perimental study on the thermal performance of ground heat exchanger[J].Experimental Thermal and Fluid Sci-ence,2007,(08):985-990.
  • 5Spitler J D,Rees S,Yavuzturk C. More comments on in-situ borehole thermal conductivity testing[EB/OL].http://www.igshpa.okstate.edu/Publications/source/1 999/9902/MoreComments.html,1999.
  • 6Gehlin S,Hellstr?m G. Influence on thermal response test by groundwater flow in vertical fractures in hard rock[J].{H}RENEWABLE ENERGY,2003,(14):2221-2238.
  • 7Gehlin S. Thermal Response Test-In-Situ Measurements of Thermal Properties in Hard Rock[D].Department of Environmental Engineering,Lule? University of Technol-ogy,Sweden,1998.
  • 8Gehlin S,Hellstr?m G. Comparison of four models for thermal response test evaluation[J].ASHRAE Transac-tions,2003.135-146.
  • 9Hellstr?m G. Ground Heat Storage-Thermal Analysis of Duct Storage Systems. Part I:Theory[D].Department of Mathematical Physics,University of Lund,Sweden,1991.
  • 10Witte H J L,van Gelder G J,Spitler J D. In situ measure-ment of ground thermal conductivity:A dutch perspec-tive[J].{H}Ashrae Transactions,2002.263-272.

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