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David Seus
LDD-for-two-phase-flow-systems
Commits
a731fb1e
Commit
a731fb1e
authored
5 years ago
by
David Seus
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setup new layered soil calculation
parent
4236119b
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Two-phase-Two-phase/multi-patch/TP-TP-layered-soil-case-with-inner-patch/TP-TP-layered_soil_with_inner_patch-realistic.py
+8
-8
8 additions, 8 deletions
...er-patch/TP-TP-layered_soil_with_inner_patch-realistic.py
with
8 additions
and
8 deletions
Two-phase-Two-phase/multi-patch/TP-TP-layered-soil-case-with-inner-patch/TP-TP-layered_soil_with_inner_patch-realistic.py
+
8
−
8
View file @
a731fb1e
...
@@ -38,18 +38,18 @@ resolutions = {
...
@@ -38,18 +38,18 @@ resolutions = {
# 8: 1e-6, # h=0.2814
# 8: 1e-6, # h=0.2814
# 16: 5e-7, # h=0.1412
# 16: 5e-7, # h=0.1412
# 32: 4e-7, # h=0.0706
# 32: 4e-7, # h=0.0706
64
:
7
e-
7
,
64
:
1
e-
6
,
# 128: 5e-7
# 128: 5e-7
}
}
############ GRID #######################
############ GRID #######################
# mesh_resolution = 20
# mesh_resolution = 20
timestep_size
=
0.00
5
timestep_size
=
0.00
1
number_of_timesteps
=
24
0
number_of_timesteps
=
110
0
plot_timestep_every
=
1
plot_timestep_every
=
1
# decide how many timesteps you want analysed. Analysed means, that we write out
# decide how many timesteps you want analysed. Analysed means, that we write out
# subsequent errors of the L-iteration within the timestep.
# subsequent errors of the L-iteration within the timestep.
number_of_timesteps_to_analyse
=
8
number_of_timesteps_to_analyse
=
10
starttime
=
0.0
starttime
=
0.0
Lw
=
0.025
#/timestep_size
Lw
=
0.025
#/timestep_size
...
@@ -655,13 +655,13 @@ p_e_sym = {
...
@@ -655,13 +655,13 @@ p_e_sym = {
2
:
{
'
wetting
'
:
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
+
y
*
y
),
2
:
{
'
wetting
'
:
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
+
y
*
y
),
'
nonwetting
'
:
(
-
1
-
t
*
(
1.1
+
y
+
x
**
2
))
},
'
nonwetting
'
:
(
-
1
-
t
*
(
1.1
+
y
+
x
**
2
))
},
3
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
3
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
qrt
(
2
+
t
**
2
)
*
(
1
+
y
)
*
y
**
2
)
},
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
in
(
2
+
t
**
2
)
*
*
2
*
(
1
+
y
)
*
y
**
2
)
},
4
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
4
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
qrt
(
2
+
t
**
2
)
*
(
1
+
y
)
*
y
**
2
)
},
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
in
(
2
+
t
**
2
)
*
*
2
*
(
1
+
y
)
*
y
**
2
)
},
5
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
5
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
qrt
(
2
+
t
**
2
)
*
(
1
+
y
)
*
y
**
2
)
},
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
in
(
2
+
t
**
2
)
*
*
2
*
(
1
+
y
)
*
y
**
2
)
},
6
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
6
:
{
'
wetting
'
:
(
-
5.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
qrt
(
2
+
t
**
2
)
*
(
1
+
y
)
*
y
**
2
)
},
'
nonwetting
'
:
(
-
1
-
t
*
(
1
+
x
**
2
)
-
sym
.
s
in
(
2
+
t
**
2
)
*
*
2
*
(
1
+
y
)
*
y
**
2
)
},
# 2: {'wetting': 1.0 - (1.0 + t*t)*(10.0 + x*x + (y-5.0)*(y-5.0)),
# 2: {'wetting': 1.0 - (1.0 + t*t)*(10.0 + x*x + (y-5.0)*(y-5.0)),
# 'nonwetting': - 2 - t*(1 + (y-5.0) + x**2)**2 -sym.sqrt(2+t**2)*(1 + (y-5.0))},
# 'nonwetting': - 2 - t*(1 + (y-5.0) + x**2)**2 -sym.sqrt(2+t**2)*(1 + (y-5.0))},
# 3: {'wetting': 1.0 - (1.0 + t*t)*(10.0 + x*x + (y-5.0)*(y-5.0)*3*sym.sin(-2*t+2*x)*sym.sin(1/2*y-1.2*t)),
# 3: {'wetting': 1.0 - (1.0 + t*t)*(10.0 + x*x + (y-5.0)*(y-5.0)*3*sym.sin(-2*t+2*x)*sym.sin(1/2*y-1.2*t)),
...
...
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