Street-heat: Controlling road temperature via low enthalpy geothermal energy

Abstract In this paper, the authors present an idea to exploit low enthalpy geothermal energy in order to reduce street temperature fluctuations throughout the year and avoid ice formation during the winter season. The key aspect of the proposed system is that it is based on the exploitation of geothermal temperature gradients through materials with high thermal conductivity inserted into the ground, such as piles but without structural function, in order to create a preferable path for the geothermal heat to be spontaneously transferred to the street surface. The authors have carried out long-term dynamic simulations, by using the finite element discretization technique, to analyze the performance of the proposed anti-icing system. The obtained numerical results show that such a system could be effectively utilized for street heating, and proper design of both the system configuration and the thermal properties of the employed materials is important, in relation to the specific site and, as a consequence, to the exterior temperature and the subsoil temperature. A sensitivity analysis on the main geometrical characteristics of the system and thermal properties of the employed materials is presented, in order to assess the effects of these design parameters on the street heating performance.

[1]  Hongxing Yang,et al.  The analysis on solid cylindrical heat source model of foundation pile ground heat exchangers with groundwater flow , 2013 .

[2]  Sherif Yehia,et al.  Thin Conductive Concrete Overlay for Bridge Deck Deicing and Anti-Icing , 2000 .

[3]  Christopher Y. Tuan,et al.  Roca Spur Bridge: The Implementation of an Innovative Deicing Technology , 2008 .

[4]  S. Rees,et al.  Modeling snow melting on heated pavement surfaces. Part II: Experimental validation , 2007 .

[5]  Christopher Y. Tuan Electrical Resistance Heating of Conductive Concrete Containing Steel Fibers and Shavings , 2004 .

[6]  Jianjun Zheng,et al.  Concrete pavement deicing with carbon fiber heating wires , 2011 .

[7]  A. Carotenuto,et al.  A new methodology for numerical simulation of geothermal down-hole heat exchangers , 2012 .

[8]  Kynric M. Pell,et al.  BRIDGE HEATING USING GROUND-SOURCE HEAT PIPES , 1984 .

[9]  Fausto Arpino,et al.  Transient Thermal Analysis of Natural Convection in Porous and Partially Porous Cavities , 2015 .

[10]  S. Rees,et al.  Modeling snow melting on heated pavement surfaces. Part I: Model development , 2007 .

[11]  Seongcheol Choi,et al.  Horizontal cracking of continuously reinforced concrete pavement under environmental loadings , 2011 .

[12]  O. C. Zienkiewicz,et al.  The Finite Element Method for Fluid Dynamics , 2005 .

[13]  Fausto Arpino,et al.  New solutions for axial flow convection in porous and partly porous cylindrical domains , 2013 .

[14]  M. Sato,et al.  Geothermal snow melting at Sapporo, Japan , 1979 .

[15]  Bingquan Chen,et al.  Conductive Concrete Overlay for Bridge Deck Deicing: Mixture Proportioning, Optimization, and Properties , 2000 .

[16]  O. Nikodemus,et al.  Toxic impact of the de-icing material to street greenery in Riga, Latvia , 2008 .

[17]  Sherif Yehia,et al.  Evaluation of Electrically Conductive Concrete Containing Carbon Products for Deicing , 2004 .

[18]  Hui Li,et al.  A comparison of thermal performance of different pavement materials , 2015 .

[19]  Sayed A. Attaalla General Analytical Model for Nominal Shear Stress of Type 2 Normal- and High-Strength Concrete Beam-Column Joints , 2004 .

[20]  Walter J. Eugster Road and Bridge Heating Using Geothermal Energy. Overview and Examples. , 2007 .

[21]  H. Brandl Energy foundations and other thermo-active ground structures , 2006 .

[22]  C. Tuan,et al.  Conductive concrete overlay for bridge deck deicing , 1999 .

[23]  E. Thunqvist Regional increase of mean chloride concentration in water due to the application of deicing salt. , 2004, The Science of the total environment.