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Description of the flow problem
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length of pipes/channel/total: 4/30/34
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height of channel/each of the pipe : 3.2/0.9
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inflow b.c.'s: the parabolic u-velocity profiles at the inlet
of each of the pipes have maximum value of 1. For small
times (during the startup until T=1) the inflow speed depends
on time by MIN(1,T)
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outflow b.c.'s: natural "do nothing" b.c.'s at the
right outlet
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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=10,000
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Description of the spatial discretization
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coarse mesh (=level 1): 204 cells, 250 vertices, 1,110
d.o.f.'s
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coarse mesh in a zoomed region
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uniform refinements with exact boundary adaption
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visualization on level 4: 13,056 cells, 13,417 vertices,
66,000 d.o.f.`s
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computational mesh on level 6: 208,896 cells, 210,337 vertices,
1,047,360 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=0.033333334
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equidistant time stepping for visualization with k= 0.2 (= 1
frame)
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Total time T=30 seconds corresponds to
900 time steps
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fractional step theta scheme
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Computer requirements
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date: 01/20/98
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simulation by: S.Turek/L.Seioukova
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visualization by: L.Seioukova
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SUN ULTRA2/200: 175 MB, 70,701 seconds
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AVS data: 317 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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