Comparison of two different models for pile thermal response test interpretation
Comparison of two different models for pile thermal response test interpretation
Thermal response tests (TRTs) are regularly used to characterise the thermal resistance of borehole heat exchangers and to assess the thermal conductivity of the surrounding ground. It is becoming common to apply the same in situ testing technique to pile heat exchangers, despite international guidance suggesting that TRTs should be limited to hole diameters of 152 mm (6 in.). This size restriction arises from the increased thermal inertia of larger diameter heat exchangers, which invalidates the assumption of a steady state within the concrete needed to interpret the test data by traditional line source analysis techniques. However, new methods of analysis for pile heat exchangers have recently been developed that take account of the transient behaviour of the pile concrete. This paper applies these new methods to data from a multi-stage TRT conducted on a small diameter test pile. The thermal conductivity and thermal resistance determined using this method are then compared with those from traditional analytical approaches based on a line source analysis. Differences between the approaches are discussed, along with the observation that the thermal resistance may not be constant over the different test stages.
ground source heat pumps, piled foundations, thermal response tests, thermal affects, thermo-active foundations
367-384
Loveridge, F.A.
fb5b7ad9-d1b8-40d3-894b-bccedf0e8a77
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Nicholson, D.
5358b2d9-eca1-4499-84da-10803ae3e1d0
June 2014
Loveridge, F.A.
fb5b7ad9-d1b8-40d3-894b-bccedf0e8a77
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Nicholson, D.
5358b2d9-eca1-4499-84da-10803ae3e1d0
Loveridge, F.A., Powrie, W. and Nicholson, D.
(2014)
Comparison of two different models for pile thermal response test interpretation.
Acta Geotechnica, 9 (3), .
(doi:10.1007/s11440-014-0306-3).
Abstract
Thermal response tests (TRTs) are regularly used to characterise the thermal resistance of borehole heat exchangers and to assess the thermal conductivity of the surrounding ground. It is becoming common to apply the same in situ testing technique to pile heat exchangers, despite international guidance suggesting that TRTs should be limited to hole diameters of 152 mm (6 in.). This size restriction arises from the increased thermal inertia of larger diameter heat exchangers, which invalidates the assumption of a steady state within the concrete needed to interpret the test data by traditional line source analysis techniques. However, new methods of analysis for pile heat exchangers have recently been developed that take account of the transient behaviour of the pile concrete. This paper applies these new methods to data from a multi-stage TRT conducted on a small diameter test pile. The thermal conductivity and thermal resistance determined using this method are then compared with those from traditional analytical approaches based on a line source analysis. Differences between the approaches are discussed, along with the observation that the thermal resistance may not be constant over the different test stages.
Text
Acta Special Issue Loveridge et al postprint.pdf
- Accepted Manuscript
More information
Accepted/In Press date: 31 January 2014
e-pub ahead of print date: 22 February 2014
Published date: June 2014
Keywords:
ground source heat pumps, piled foundations, thermal response tests, thermal affects, thermo-active foundations
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Infrastructure Group
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Local EPrints ID: 361724
URI: http://eprints.soton.ac.uk/id/eprint/361724
ISSN: 1861-1125
PURE UUID: 462f0df6-b774-4eac-83ba-f37a38c5b7da
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Date deposited: 31 Jan 2014 14:26
Last modified: 15 Mar 2024 02:48
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Author:
D. Nicholson
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