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Description of the flow problem
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length of domain: 4.8; height of domain: 1.98
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length of truck: 0.6; height of truck: 0.36; distance to
street: 0.06
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inflow b.c.'s: constant with (maximum) velocity 1 at the left
edge and at the upper wall
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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
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Description of the spatial discretization
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coarse mesh (=level 1): 351 cells, 403 vertices, 1,859
d.o.f.`s
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uniform refinements with exact boundary adaption
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visualization on level 4: 22,464 cells, 22,880 vertices,
113,152 d.o.f.`s
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computational mesh on level 5: 89,856 cells, 90,688 vertices,
450,944 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=0.01111112
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equidistant time stepping for visualization with k=0.1 (= 1
frame)
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Total time T=20 corresponds to
1,800 time steps
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fractional step theta scheme
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Computer requirements
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date: 11/07/97
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simulation by: S.Turek/A.Runge/A.Wild
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visualization by: S.Turek
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SGI PowerIndigo2/10K: 75 MB, 56,315 seconds
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AVS data: 740 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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