Thermal Protection of a Ground Layer With Phase Change Materials

Author:

Duan X.1,Naterer G. F.2

Affiliation:

1. Department of Mechanical and Manufacturing Engineering, University of Manitoba, 75A Chancellors Circle, Winnipeg, MB, R3T 5V6, Canada

2. Faculty of Engineering and Applied Science, University of Ontario Institute of Technology, 2000 Simcoe Street North, Oshawa, ON, L1H 7K4, Canada

Abstract

Conventional ground surface insulation can be used to protect power line foundations in permafrost regions from the adverse effects of seasonal freezing and thawing cycles. But previous studies have shown ineffective thermal protection against the receding permafrost with conventional insulation. In this paper, an alternative thermal protection method (phase change materials (PCMs)) is analyzed and studied experimentally. Seasonal ground temperature variations are estimated by an analytical conduction model, with a sinusoidal ground surface temperature variation. A compensation function is introduced to predict temperature variations in the foundation, when the ground surface reaches a certain temperature profile. Measured data are acquired from an experimental test cell to simulate the tower foundation. With thermal energy storage in the PCM layer, the surface temperature of the soil was modified, leading to changes in temperature in the foundation. Measured temperature data show that the PCM thermal barrier effectively reduces the temperature variation amplitude in the foundation, thereby alleviating the seasonal freezing and thawing cycles. Different thermal effects of the PCM thermal barrier were obtained under different air temperature conditions. These are analyzed via melting degree hours and freezing degree hours, compared with a critical number of degree hours.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference28 articles.

1. U.S. Arctic Research Commission Permafrost Task Force, 2003, “Climate Change, Permafrost, and Impacts on Civil Infrastructure,” U.S. Arctic Research Commission, Special Report No. 01-03.

2. Couture, R., Robinson, S. D., and Burgess, M. M., 2000, “Climate Change, Permafrost Degradation, and Infrastructure Adaption: Preliminary Results From a Pilot Community Case Study in the Mackenzie Valley,” Geological Survey of Canada, Current Research 2000-B2.

3. ITPE Technique Applications to Time-Varying Three-Dimensional Ground-Coupling Problems;Krarti;ASME J. Heat Transfer

4. A Thermal Barrier With Adaptive Heat Transfer Characteristics;Furmanski;ASME J. Heat Transfer

5. Investigation of the Air Convection Pile as a Permafrost Protection Device;Reid

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