Page 284 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
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SOME EXAMPLES OF FLUID FLOW AND HEAT TRANSFER PROBLEMS
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                                            (a) Re = 50               (b)   = 100
















                                            (c) Re = 400             (d) Re = 1000
                        Figure 9.13 Incompressible isothermal flow in a double-driven cavity. u 2 velocity con-
                        tours for different Reynolds numbers

                           Theoretically, the steady state solution, if one exists, should be symmetric with respect
                        to either of the diagonals. However, at higher Reynolds numbers, a steady state solution
                        may not exist as reported by Zhou et al. (Zhou et al. 2003).
                           Figures 9.12, 9.13 and 9.14 show the contours of all the three variables for different
                        Reynolds numbers. From these contours it is clear that the solution obtained was symmetric
                        with respect to the diagonals.
                           The u 1 velocity contours in Figure 9.12 show the existence of strong u 1 gradients close
                        to the top and the bottom lids. As the Reynolds number increases, this gradient increases
                        in strength as indicated by the closely packed contours near the top and the bottom lids
                        at Re = 400 and 1000. Also, at higher Reynolds numbers (Re = 400, 1000), stronger u 1
                        gradients develop close to the inward corners of the enclosure.
                           The u 2 velocity contours in Figure 9.13 show steeper gradients close to the corners
                        along the vertical walls. The pressure contours shown in Figure 9.14 are marked with very
                        high gradients close to the top and the bottom corners of the cavity. This was expected
                        because of the singularity introduced by the sudden change in the velocity at the top and
                        the bottom corners. A comparison of the unstructured mesh solution with the published
                        structured fine mesh solution (Zhou et al. 2003) is shown in Figure 9.15. It is clear that both
                        the finite element solution on unstructured meshes and the fine structured mesh solution
                        are almost identical.
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