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Description of the flow problem
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rectangular domain of height 1 and width 4
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pressure drop b.c.'s (left:10, right:0)
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other b.c.'s: zero velocity at fixed walls
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initial condition at t=0: starting from rest
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viscosity parameter: 1/nu=100
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nonlinear viscosity nu(u) = nu (10-8+|D(u)|)**(-alpha), alpha=0,
0.5, 1 and alpha=-1
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Description of the spatial discretization
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"coarsest" mesh (=level 1): "4 unit squares"
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coarse mesh (=level 3): 64 cells, 148 vertices, 360 d.o.f.`s
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uniform refinements with exact boundary adaption
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visualization on level 7: 16,384 cells, 16,705 vertices,
82,560 d.o.f.`s
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computational mesh on level 8: 65,536 cells, 66,177 vertices,
328,960 d.o.f.`s
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nonconforming nonparametric rotated bilinear fem's (meanvalue
version), UPW
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Description of the temporal discretization
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adaptive time stepping for computation
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time stepping for visualization: all k=0.01 (= 1 frame)
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Total time T=4 seconds
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fractional step theta scheme
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Computer requirements
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date: 12/19/97
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simulation by: S.Turek/J.Hron
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visualization by: S.Turek
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SUN ULTRAII/200MHZ: 66 MB, 39,484 seconds (for `alpha=0.5')
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AVS data: 530 MB (for `alpha=0.5')
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Software: FEATFLOW1.0 + BOUSS_POWERLAW
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Mathematical details
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For more details about numerical and algorithmic aspects see the
`Mathematical Background' in the
FEATFLOW manual
or
visit our
paper archive for much more details.
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The problem-specific data for the applied software version including parameter files and
input data can be downloaded
here!
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Please send any comments and suggestions to:
featflow@featflow.de
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