Page 157 - Analysis and Design of Energy Geostructures
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Heat and mass transfers in the context of energy geostructures  129


                       significant groundwater flow, the main heat transfer mode would be
                       convection.
                    z. In these conditions, forced convection occurs within the pipes embedded
                       in the energy wall, conduction characterises the heat exchange between
                       the pipes and the surrounding reinforced concrete constituting the
                       energy wall, and natural and/or forced convection can typically govern
                       the heat exchange between the concrete wall and the adjacent metro sta-
                       tion environment. If no thermal insulation may be foreseen between the
                       wall and the soil, conduction or conduction and convection may also
                       characterise heat transfer between the wall and the soil, depending on the
                       significance of groundwater flow.

                     aa. In this form of the Fourier heat conduction equation, λ [W/(m C)] is
                                                                    2
                         the thermal conductivity of the medium, r is the Laplace operator of
                                                                         3

                         the temperature of the medium T [ C], _q [W/m ] is the internal volu-
                                                                 v
                                                         3
                         metric heat generation, ρ [kg/m ] is the density of the medium, c p [J/
                         (kg C)] the specific heat of the medium and t [s] is the time. The term

                         on the right-hand side of the equation represents the variation of inter-
                         nal energy in the medium over time.
                                                                               2
                            Defining the thermal diffusivity as α d 5 λ=ðρc p Þ [m /s], in case of
                         no internal heat generation the equation is
                                                               @T
                                                         2
                                                     α d r T 5
                                                               @t
                         while in case of time-independent temperature the equation is
                                                        2
                                                     λr T 1 _q 5 0
                                                              v
                         and if both conditions occur the equation is

                                                         2
                                                        r T 5 0
                         which is also called the Laplace equation.
                            In general, internal heat generation is applied to a part that will
                         either act as a heat source or heat sink throughout the analysis, such as
                         an energy geostructure.
                            Temperature distribution can be assumed to be independent of
                         time when the system is at steady-state conditions. Hence, the Laplace
                         equation often represents the basis for analysis and design considera-
                         tions of energy geostructures. However, the large heat capacity of soils
                         delays the effects of external variations in temperature, often requiring
                         a transient analysis.
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