Page 169 - Introduction to Computational Fluid Dynamics
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                                                                 2D CONVECTION – CARTESIAN GRIDS
                            the fluid inside the channel is stagnant. However, in the present case, because of the
                            density gradient caused by the vapour-pressure difference, a mass transfer buoyancy
                            force will induce fluid motion. The objective, therefore, is to examine the range of
                            mass transfer Grashof numbers Gr m for which the stagnant flow assumption may
                            be reasonably justified. Such an inquiry has been undertaken by McBain et al. [47]
                            in which the inner channel is a circular tube placed inside a cubical enclosure. We
                            have modified this 3D configuration to accommodate a 2D analysis in Cartesian
                            coordinates.
                                          ∗
                                                                            ∗
                                                     ∗
                               We define L = L/l, H = H/l, h = h/l, and t = t/l. In this case equa-
                                                               ∗

                            tions for   = u 1 , u 2 ,ω, and p must be solved. Invoking the Boussinesq approx-
                            imation, except for the gravity-affected source term in the u 2 -momentum equa-
                            tion, we assume the density will be constant. Also viscosity and mass diffusivity
                            are assumed constant. Thus, the governing equations can be nondimensionalised
                                                                      2
                                   ∗
                            using u = u i /(ν/l), p = (p + ρ gx 2 )/ρ (ν/l) , ω = (ω − ω 0 )/(ω 1 − ω 0 ), and
                                                                          ∗
                                                 ∗
                                   i
                             ∗
                            x = x i /l. The relevant source terms are
                             i
                                                 ∂p ∗          ∂p ∗
                                                                           ∗
                                          S u =−     , S u =−      + Gr m ω , S ω = 0,        (5.125)
                                            ∗
                                                          ∗
                                                                                 ∗
                                            1    ∂x ∗     2    ∂x  ∗
                                                    1             2
                                                          2
                                                       3
                                                                              ∗
                            where Gr m = g β m (ω 1 − ω 0 )l /ν and β m = ρ −1  ∂ρ/∂ω .
                               The boundary conditions are
                                                          ∂ω  ∗
                                                  ∗
                                                 u = 0,       = 0   on all walls,             (5.126)
                                                  i
                                                          ∂n  ∗
                                                               ∗
                            where n is normal to the walls. The x = 0 line is the symmetry boundary and
                                                               1
                            computations are performed over the domain to the right of the symmetry line. The
                            mass transfer boundary conditions on the floor (x = 0) are
                                                                        ∗
                                                                       2
                                         ∗
                                       u = 0,
                                         1

                                                                ∗
                                                        ∗ −1
                                                             ∂ω
                                                                           ∗
                                       u = Sc  −1  (ω − ω )           ,  ω = ω (water),
                                                   ∗
                                                                                ∗
                                         ∗
                                         2         1    T                       1
                                                             ∂x  ∗
                                                                   ∗
                                                                2 x =0
                                                                   2

                                                             ∂ω  ∗
                                                        ∗ −1
                                                                                 ∗
                                                                            ∗
                                         ∗
                                                   ∗
                                       u = Sc  −1  (ω − ω )       :    ,  ω = ω (brine),      (5.127)
                                         2         0    T                        0
                                                             ∂x  ∗
                                                                    ∗
                                                                2  x =0
                                                                    2
                                    ∗
                                              ∗
                            where ω = 1 and ω = 0.
                                    1         0
                               These specifications indicate that in the present mass transfer problem, the
                            momentum equations are coupled with the mass transfer equation in two ways,
                                                              ∗
                            firstly, through the source term Gr m ω and, secondly, through the floor boundary
                            condition. The dimensionless total evaporation flux is, therefore, given by
                                                                  	  1/2  ∗
                                                                                   ∗
                                                               ∗
                                            F conv = 2 Sc −1  (1 − ω )  ∂ω      dx .          (5.128)
                                                               T                   1
                                                                          ∗
                                                                   0    ∂x 2 x =0
                                                                             ∗
                                                                             2
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