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6.11 Forced convective heat transfer           141

            and we are looking for a criterion that can decide when the fluid flow is sufficiently strong
            to influence the temperature. The starting point is temperature equation (6.15), which
            combines conductive and convective heat flow. In the vertical direction the temperature
            equation (6.15) simplifies to
                                 ∂T           ∂T     ∂     ∂T
                               b c b  +   f c f v D  −  λ     = 0,            (6.146)
                                  ∂t          ∂z    ∂z    ∂z

            where   b and   f are the average bulk density and the fluid density, respectively, v D is the
            Darcy flux and λ is the heat conductivity. The second term (with the Darcy flux v D ) repre-
            sents convective heat transport and the third term (with the heat conductivity λ) represents
            conductive heat flow. The rock is assumed to be at rest, (v s = 0), and the material deriva-
            tive in equation (6.15) is replaced by a (normal) partial derivative in equation (6.146). The
            relative importance of convective heat flow relative to conductive heat flow is best analyzed
            by making a dimensionless version of the equation. The temperature equation (6.146)is
            now rewritten as
                                2
                                                          2 ˆ
                                l c b   b ∂T ˆ  l 0   f c f v D ∂T ˆ  ∂ T
                                0
                                         +             −     = 0              (6.147)
                                  λ   ∂t      λ     ∂ ˆz  ∂ ˆz 2
                                          ˆ
            using the dimensionless temperature T = (T − T 1 )/(T 2 − T 1 ) and dimensionless vertical
            position ˆz = (z 2 − z)/(z 2 − z 1 ), where the length of the system is l 0 = z 2 − z 1 .The
            temperature is scaled using the difference between the highest temperature T 2 at the deepest
            point along the aquifer and the surface temperature T 1 . The vertical coordinate is scaled
            with the distance from the surface down to the low-permeable base (see Figure 6.17).
            Notice that a hat above the symbol denotes a dimensionless quantity, and that the ˆz-axis is
            pointing upwards. A positive Darcy flux is therefore upwards along the ˆz-axis. We see that
            both the dimensionless T and ˆz variables are numbers between 0 and 1 (where ˆz = 0atthe
                               ˆ
            base and ˆz = 1 at the top of the system). The coefficient of the time derivative is identified
            as the characteristic time for the process

                                               2
                                               l c b   b
                                               0
                                           t 0 =    .                         (6.148)
                                                 λ
            We will see in the next section that the temperature solution is close to a stationary solution
            for t 
 t 0 , and t 0 therefore characterizes the time span of the thermal transients. The other
            coefficient (before the convective) term is the dimensionless Peclet number

                                              l 0   f c f v D
                                         Pe =         .                       (6.149)
                                                 λ
            The dimensionless time is ˆ t = t/t 0 and the dimensionless version of temperature
            equation (6.147) becomes

                                                    2 ˆ
                                      ∂T ˆ   ∂T ˆ  ∂ T
                                         + Pe    −     = 0                    (6.150)
                                      ∂ ˆ t   ∂ ˆz  ∂ ˆz 2
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