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Description of the flow problem
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nonstationary 2D channel flow through two opposite bumps
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channel domain of length 14 and height 1
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height of lower bump 0.35, and of upper bump 0.25
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inflow b.c.'s: parabolic with maximum velocity 1
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outflow b.c.'s: natural "do nothing" b.c.'s
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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=50,000
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Description of the spatial discretization
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coarse mesh (=level 1): 7 cells, 16 vertices, 51 d.o.f.`s
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shown mesh (=level 3): 112 cells, 145 vertices, 624 d.o.f.`s
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uniform refinements with exact boundary adaption
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visualization on level 7: 26,672 cells, 29,185 vertices,
142,384 d.o.f.`s
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computational mesh on level 9: 458,752 cells, 460,801 vertices,
2,297,856 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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equidistant time stepping for computation with k=0.011111112
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equidistant time stepping for visualization with k=0.10 (= 1
frame)
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Total time T=30 corresponds to
2,700 time steps
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fractional step theta scheme
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Computer requirements
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date: 07/02/97
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simulation by: S.Turek
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visualization by: S.Turek
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IBM RS6000/590: 392 MB, 281,718 seconds
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AVS data: 1,440 MB
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Software: FEATFLOW1.0 + BOUSS
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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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