Design and Performance of an Asphalt Pavement Snow Melting System

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Abstract:

Asphalt pavement can be used in solar energy harnessing, by means of solar collector developed in heating and cooling the adjacent buildings, as well as keeping the pavement ice-free directly. In the light of the actual situation of preparation and formation of a larger asphalt concrete slab, an experimental method and evaluation system for asphalt pavement snow melting was designed and constructed. The feasibility of snow melting using asphalt solar collector was verified, and the effect of the heat exchanger on the temperature distribution was quantitatively tested The results indicated that although the entire snowmelt time is longer than expected, it is acceptable for us to use asphalt solar collector for snow melting, especially, low temperature water about 25°C is used for snow melting. Besides, the melting process of ice and snow generally includes three phases: the starting period, the linear period and the accelerated period. The snow melting system is controlled to maintain the asphalt pavement surface temperature of 3 to 5°C which is sufficient to prevent freezing of the road.

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Periodical:

Key Engineering Materials (Volumes 467-469)

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1550-1555

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February 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] J.W. Ramsey, M.J. Hewett, T.H. Kuehn, S.D. Petersen: Updated design guidelines for snow melting systems, ASHRAE Transactions, Vol. 105 (1999), p.1055.

Google Scholar

[2] H.J. Wang, J. Zhao, Z.H. Chen: Experimental investigation of ice and snow melting process on pavement utilizing geothermal tail water, Energy Conversion and Management, Vol. 49 (2008), p.1538.

DOI: 10.1016/j.enconman.2007.12.008

Google Scholar

[3] S.P. Wu, M.Y. Chen, H. Wang and Y. Zhang: Laboratory Study on Solar Collector of Thermal Conductive Asphalt Concrete, International Journal of Pavement Research and Technology, Vol. 2 (2009), p.130.

Google Scholar

[4] M.Y. Chen, S.P. Wu, Y. Zhang, H. Wang: Effects of Conductive Filler on Temperature Distribution of Asphalt Pavement. Physica Scripta, T139 (2010).

Google Scholar

[5] ASHRAE, ASHRAE handbook – HVAC applications, American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc., Atlanta, (2003).

Google Scholar

[6] R.E. Jordan, J.P. Hardy and F.E. Perron: Air permeability and capillary rise as measures of the pore structure in snow: an experimental and theoretical study, Hydrological Processes, Vol. 17 (1999), P. 1733.

DOI: 10.1002/(sici)1099-1085(199909)13:12/13<1733::aid-hyp863>3.0.co;2-2

Google Scholar