A standard h-adaptive finite element procedure based on a-posteriori error-
estimation is described. The pure advection equation is solved (in both ste
ady and transient slates) using the SUPG (streamline upwind Petrov-Galerkin
) formulation of the finite element method, Applied to standard benchmark p
roblems (of uniform flow advecting discontinuous functions) the SUPG method
on its own is insufficient to resolve the sharp discontinuities present wh
en used with a uniform mesh of insufficient refinement. The amount of false
diffusion is also seen to be related to the degree of mesh refinement. An
iterative h-adaptive procedure used in combination with the SUPG formulatio
n (with a discontinuity capturing term) produces a near perfect solution of
the steady state benchmark problem. The transient benchmark problem (rotat
ing cosine hill) shows that the adaptive Galerkin FEM in combination with c
entral difference time integration produces solutions indistinguishable fro
m the corresponding adaptive SUPG solution. This result clearly indicates t
hat at least for transient problems correct mesh refinement with GFEM can o
vercome the wiggle problems associated with using GFEM with central differe
nce lime integration for advection problems. So in effect adaptivity in add
ition to providing the expected benefits of selective mesh refinement also
acts as a wiggle suppressent for an otherwise highly oscillatory GFEM/Centr
al Difference combination. This result is even more interesting in view of
the fact that when SUPG is used it does not improve significantly on the qu
ality of the adaptive GFEM/CD solution.