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feddes_o.gen
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feddes_o.gen
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generic output file for dataset feddes
------------------------------------------------------------------------
global control parameters
------------------------------------------------------------------------
water uptake, feddes correction, 50 x 50 cv
simulation of:
transient variably saturated flow
------------------------------------------------------------------------
spatial discretization
------------------------------------------------------------------------
number of control volumes in x-direction = 50
number of control volumes in y-direction = 1
number of control volumes in z-direction = 50
total number of control volumes = 2500
------------------------------------------------------------------------
time step control - global system
------------------------------------------------------------------------
start time of simulation = 0.000E+00 days
initial time step = 1.000E-10 days
max. time step = 1.000E+00 days
min. time step = 1.000E-10 days
------------------------------------------------------------------------
control parameters - water flow
------------------------------------------------------------------------
input of boundary and initial conditions in terms of hydraulic head
upstream weighting of relative permeabilities
computation of underrelaxation factor
max. allowed update = 1.000E+01
increment for numerical differentiation = 1.000E-04
max. number of newton iterations = 100
convergence tolerance = 1.000E-06
anticipated change in saturation per time step = 1.000E-01
incomplete factorization level = 0
max. number of solver iterations = 85
solver information level = 1
solver residual tolerance = 1.000E-07
solver update tolerance = 1.000E-07
reverse Cuthill McKee ordering
------------------------------------------------------------------------
physical parameters - porous medium
------------------------------------------------------------------------
number of material property zones = 1
material property zone 1: soil
------------------------------------------------------------------------
porosity = 4.280E-01
skipped time steps in log,mass balance files and on screen = 0
------------------------------------------------------------------------
output control
------------------------------------------------------------------------
number of output times for spatial data = 60
specified output times for spatial data:
T = 1.000E+00 days
T = 2.000E+00 days
T = 3.000E+00 days
T = 4.000E+00 days
T = 5.000E+00 days
T = 6.000E+00 days
T = 7.000E+00 days
T = 8.000E+00 days
T = 9.000E+00 days
T = 1.000E+01 days
T = 1.100E+01 days
T = 1.200E+01 days
T = 1.300E+01 days
T = 1.400E+01 days
T = 1.500E+01 days
T = 1.600E+01 days
T = 1.700E+01 days
T = 1.800E+01 days
T = 1.900E+01 days
T = 2.000E+01 days
T = 2.100E+01 days
T = 2.200E+01 days
T = 2.300E+01 days
T = 2.400E+01 days
T = 2.500E+01 days
T = 2.600E+01 days
T = 2.700E+01 days
T = 2.800E+01 days
T = 2.900E+01 days
T = 3.000E+01 days
T = 3.100E+01 days
T = 3.200E+01 days
T = 3.300E+01 days
T = 3.400E+01 days
T = 3.500E+01 days
T = 3.600E+01 days
T = 3.700E+01 days
T = 3.800E+01 days
T = 3.900E+01 days
T = 4.000E+01 days
T = 4.100E+01 days
T = 4.200E+01 days
T = 4.300E+01 days
T = 4.400E+01 days
T = 4.500E+01 days
T = 4.600E+01 days
T = 4.700E+01 days
T = 4.800E+01 days
T = 4.900E+01 days
T = 5.000E+01 days
T = 5.100E+01 days
T = 5.200E+01 days
T = 5.300E+01 days
T = 5.400E+01 days
T = 5.500E+01 days
T = 5.600E+01 days
T = 5.700E+01 days
T = 5.800E+01 days
T = 5.900E+01 days
T = 6.000E+01 days
output of transient data:
number of time steps between output of = 1
transient data
number of spatial locations for output of = 0
transient data
control volume numbers and spatial locations:
output in terms of elevation
------------------------------------------------------------------------
water flow parameters
------------------------------------------------------------------------
dual permeability off
material property zone 1: soil
------------------------------------------------------------------------
saturated hydraulic conductivity K_xx = 5.800E-06
saturated hydraulic conductivity K_zz = 5.800E-06
specific storage coefficient = 1.000E-05
van genuchten parameters:
alpha = 1.200E+00
beta = 1.380E+00
gamma = 2.754E-01
expn = 5.000E-01
air entry pressure = 0.000E+00
air dry saturation = 1.000E+00
------------------------------------------------------------------------
initial condition - water flow
------------------------------------------------------------------------