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David Seus
LDD-for-two-phase-flow-systems
Commits
018a85cf
Commit
018a85cf
authored
5 years ago
by
David Seus
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ârecalculate TPR with scaled densities
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Two-phase-Richards/two-patch/TP-R-two-patch-test-case/TP-R-2-realistic-parameters-densities-scaled.py
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018a85cf
#!/usr/bin/python3
import
dolfin
as
df
import
mshr
import
numpy
as
np
import
sympy
as
sym
import
typing
as
tp
import
domainPatch
as
dp
import
LDDsimulation
as
ldd
import
functools
as
ft
import
helpers
as
hlp
import
datetime
import
os
import
pandas
as
pd
date
=
datetime
.
datetime
.
now
()
datestr
=
date
.
strftime
(
"
%Y-%m-%d
"
)
#import ufl as ufl
# init sympy session
sym
.
init_printing
()
use_case
=
"
TPR-2-desities-scaled-down
"
# solver_tol = 6E-7
max_iter_num
=
500
FEM_Lagrange_degree
=
1
mesh_study
=
False
resolutions
=
{
# 1: 1e-6,
# 2: 1e-6,
# 4: 1e-6,
# 8: 1e-6,
# 16: 1e-6,
32
:
1e-6
,
# 64: 1e-6,
# 128: 1e-6,
# 256: 1e-6,
}
############ GRID #######################
# mesh_resolution = 20
timestep_size
=
0.001
number_of_timesteps
=
1000
plot_timestep_every
=
4
# decide how many timesteps you want analysed. Analysed means, that we write out
# subsequent errors of the L-iteration within the timestep.
number_of_timesteps_to_analyse
=
5
starttimes
=
[
0.0
]
Lw
=
0.025
#/timestep_size
Lnw
=
0.025
lambda_w
=
40
lambda_nw
=
40
include_gravity
=
True
debugflag
=
False
analyse_condition
=
True
if
mesh_study
:
output_string
=
"
./output/{}-{}_timesteps{}_P{}
"
.
format
(
datestr
,
use_case
,
number_of_timesteps
,
FEM_Lagrange_degree
)
else
:
for
tol
in
resolutions
.
values
():
solver_tol
=
tol
output_string
=
"
./output/{}-{}_timesteps{}_P{}_solver_tol{}
"
.
format
(
datestr
,
use_case
,
number_of_timesteps
,
FEM_Lagrange_degree
,
solver_tol
)
# toggle what should be written to files
if
mesh_study
:
write_to_file
=
{
'
space_errornorms
'
:
True
,
'
meshes_and_markers
'
:
True
,
'
L_iterations_per_timestep
'
:
True
,
'
solutions
'
:
True
,
'
absolute_differences
'
:
True
,
'
condition_numbers
'
:
analyse_condition
,
'
subsequent_errors
'
:
True
}
else
:
write_to_file
=
{
'
space_errornorms
'
:
True
,
'
meshes_and_markers
'
:
True
,
'
L_iterations_per_timestep
'
:
False
,
'
solutions
'
:
True
,
'
absolute_differences
'
:
True
,
'
condition_numbers
'
:
analyse_condition
,
'
subsequent_errors
'
:
True
}
##### Domain and Interface ####
# global simulation domain domain
sub_domain0_vertices
=
[
df
.
Point
(
-
1.0
,
-
1.0
),
df
.
Point
(
1.0
,
-
1.0
),
df
.
Point
(
1.0
,
1.0
),
df
.
Point
(
-
1.0
,
1.0
)]
# interface between subdomain1 and subdomain2
interface12_vertices
=
[
df
.
Point
(
-
1.0
,
0.0
),
df
.
Point
(
1.0
,
0.0
)
]
# subdomain1.
sub_domain1_vertices
=
[
interface12_vertices
[
0
],
interface12_vertices
[
1
],
sub_domain0_vertices
[
2
],
sub_domain0_vertices
[
3
]]
# vertex coordinates of the outer boundaries. If it can not be specified as a
# polygon, use an entry per boundary polygon. This information is used for defining
# the Dirichlet boundary conditions. If a domain is completely internal, the
# dictionary entry should be 0: None
subdomain1_outer_boundary_verts
=
{
0
:
[
interface12_vertices
[
1
],
#
sub_domain0_vertices
[
2
],
sub_domain0_vertices
[
3
],
#
interface12_vertices
[
0
]]
}
# subdomain2
sub_domain2_vertices
=
[
sub_domain0_vertices
[
0
],
sub_domain0_vertices
[
1
],
interface12_vertices
[
1
],
interface12_vertices
[
0
]
]
subdomain2_outer_boundary_verts
=
{
0
:
[
interface12_vertices
[
0
],
#
sub_domain0_vertices
[
0
],
sub_domain0_vertices
[
1
],
interface12_vertices
[
1
]]
}
# list of subdomains given by the boundary polygon vertices.
# Subdomains are given as a list of dolfin points forming
# a closed polygon, such that mshr.Polygon(subdomain_def_points[i]) can be used
# to create the subdomain. subdomain_def_points[0] contains the
# vertices of the global simulation domain and subdomain_def_points[i] contains the
# vertices of the subdomain i.
subdomain_def_points
=
[
sub_domain0_vertices
,
#
sub_domain1_vertices
,
#
sub_domain2_vertices
]
# in the below list, index 0 corresponds to the 12 interface which has index 1
interface_def_points
=
[
interface12_vertices
]
# if a subdomain has no outer boundary write None instead, i.e.
# i: None
# if i is the index of the inner subdomain.
outer_boundary_def_points
=
{
# subdomain number
1
:
subdomain1_outer_boundary_verts
,
2
:
subdomain2_outer_boundary_verts
}
# adjacent_subdomains[i] contains the indices of the subdomains sharing the
# interface i (i.e. given by interface_def_points[i]).
adjacent_subdomains
=
[[
1
,
2
]]
isRichards
=
{
1
:
True
,
#
2
:
False
}
viscosity
=
{
#
# subdom_num : viscosity
1
:
{
'
wetting
'
:
1
,
'
nonwetting
'
:
1
/
50
},
#
2
:
{
'
wetting
'
:
1
,
'
nonwetting
'
:
1
/
50
}
}
porosity
=
{
#
# subdom_num : porosity
1
:
0.22
,
#
2
:
0.0022
}
# Dict of the form: { subdom_num : density }
densities
=
{
1
:
{
'
wetting
'
:
9.97
,
'
nonwetting
'
:
00.12041
},
2
:
{
'
wetting
'
:
9.97
,
'
nonwetting
'
:
00.12041
}
}
gravity_acceleration
=
9.81
L
=
{
#
# subdom_num : subdomain L for L-scheme
1
:
{
'
wetting
'
:
Lw
,
'
nonwetting
'
:
Lnw
},
#
2
:
{
'
wetting
'
:
Lw
,
'
nonwetting
'
:
Lnw
}
}
lambda_param
=
{
#
# subdom_num : lambda parameter for the L-scheme
1
:
{
'
wetting
'
:
lambda_w
,
'
nonwetting
'
:
lambda_nw
},
#
2
:
{
'
wetting
'
:
lambda_w
,
'
nonwetting
'
:
lambda_nw
}
}
# intrinsic_permeability = {
# 1: {"wetting": 1,
# "nonwetting": 1},
# 2: {"wetting": 1,
# "nonwetting": 1},
# }
intrinsic_permeability
=
{
1
:
1
,
2
:
1
,
}
## relative permeabilty functions on subdomain 1
def
rel_perm1w
(
s
):
# relative permeabilty wetting on subdomain1
return
intrinsic_permeability
[
1
]
*
s
**
2
def
rel_perm1nw
(
s
):
# relative permeabilty nonwetting on subdomain1
return
intrinsic_permeability
[
1
]
*
(
1
-
s
)
**
2
_rel_perm1w
=
ft
.
partial
(
rel_perm1w
)
_rel_perm1nw
=
ft
.
partial
(
rel_perm1nw
)
subdomain1_rel_perm
=
{
'
wetting
'
:
_rel_perm1w
,
#
'
nonwetting
'
:
_rel_perm1nw
}
## relative permeabilty functions on subdomain 2
def
rel_perm2w
(
s
):
# relative permeabilty wetting on subdomain2
return
intrinsic_permeability
[
2
]
*
s
**
3
def
rel_perm2nw
(
s
):
# relative permeabilty nonwetting on subdosym.cos(0.8*t - (0.8*x + 1/7*y))main2
return
intrinsic_permeability
[
2
]
*
(
1
-
s
)
**
3
_rel_perm2w
=
ft
.
partial
(
rel_perm2w
)
_rel_perm2nw
=
ft
.
partial
(
rel_perm2nw
)
subdomain2_rel_perm
=
{
'
wetting
'
:
_rel_perm2w
,
#
'
nonwetting
'
:
_rel_perm2nw
}
## dictionary of relative permeabilties on all domains.
relative_permeability
=
{
#
1
:
subdomain1_rel_perm
,
2
:
subdomain2_rel_perm
}
# definition of the derivatives of the relative permeabilities
# relative permeabilty functions on subdomain 1
def
rel_perm1w_prime
(
s
):
# relative permeabilty on subdomain1
return
intrinsic_permeability
[
1
]
*
2
*
s
def
rel_perm1nw_prime
(
s
):
# relative permeabilty on subdomain1
return
-
1
*
intrinsic_permeability
[
1
]
*
2
*
(
1
-
s
)
# definition of the derivatives of the relative permeabilities
# relative permeabilty functions on subdomain 1
def
rel_perm2w_prime
(
s
):
# relative permeabilty on subdomain2
return
intrinsic_permeability
[
2
]
*
3
*
s
**
2
def
rel_perm2nw_prime
(
s
):
# relative permeabilty on subdomain2
return
-
3
*
intrinsic_permeability
[
2
]
*
(
1
-
s
)
**
2
_rel_perm1w_prime
=
ft
.
partial
(
rel_perm1w_prime
)
_rel_perm1nw_prime
=
ft
.
partial
(
rel_perm1nw_prime
)
_rel_perm2w_prime
=
ft
.
partial
(
rel_perm2w_prime
)
_rel_perm2nw_prime
=
ft
.
partial
(
rel_perm2nw_prime
)
subdomain1_rel_perm_prime
=
{
'
wetting
'
:
_rel_perm1w_prime
,
'
nonwetting
'
:
_rel_perm1nw_prime
}
subdomain2_rel_perm_prime
=
{
'
wetting
'
:
_rel_perm2w_prime
,
'
nonwetting
'
:
_rel_perm2nw_prime
}
# dictionary of relative permeabilties on all domains.
ka_prime
=
{
1
:
subdomain1_rel_perm_prime
,
2
:
subdomain2_rel_perm_prime
,
}
# def saturation1(pc, subdomain_index):
# # inverse capillary pressure-saturation-relationship
# return df.conditional(pc > 0, 1/((1 + pc)**(1/(subdomain_index + 1))), 1)
#
# def saturation2(pc, n_index, alpha):
# # inverse capillary pressure-saturation-relationship
# return df.conditional(pc > 0, 1/((1 + (alpha*pc)**n_index)**((n_index - 1)/n_index)), 1)
#
# # S-pc-relation ship. We use the van Genuchten approach, i.e. pc = 1/alpha*(S^{-1/m} -1)^1/n, where
# # we set alpha = 0, assume m = 1-1/n (see Helmig) and assume that residual saturation is Sw
# def saturation1_sym(pc, subdomain_index):
# # inverse capillary pressure-saturation-relationship
# return 1/((1 + pc)**(1/(subdomain_index + 1)))
#
#
# def saturation2_sym(pc, n_index, alpha):
# # inverse capillary pressure-saturation-relationship
# #df.conditional(pc > 0,
# return 1/((1 + (alpha*pc)**n_index)**((n_index - 1)/n_index))
#
#
# # derivative of S-pc relationship with respect to pc. This is needed for the
# # construction of a analytic solution.
# def saturation1_sym_prime(pc, subdomain_index):
# # inverse capillary pressure-saturation-relationship
# return -(1/(subdomain_index + 1))*(1 + pc)**((-subdomain_index - 2)/(subdomain_index + 1))
#
#
# def saturation2_sym_prime(pc, n_index, alpha):
# # inverse capillary pressure-saturation-relationship
# return -(alpha*(n_index - 1)*(alpha*pc)**(n_index - 1)) / ( (1 + (alpha*pc)**n_index)**((2*n_index - 1)/n_index) )
#
# # note that the conditional definition of S-pc in the nonsymbolic part will be
# # incorporated in the construction of the exact solution below.
# S_pc_sym = {
# 1: ft.partial(saturation1_sym, subdomain_index = 1),
# 2: ft.partial(saturation2_sym, n_index=3, alpha=0.001),
# }
#
# S_pc_sym_prime = {
# 1: ft.partial(saturation1_sym_prime, subdomain_index = 1),
# 2: ft.partial(saturation2_sym_prime, n_index=3, alpha=0.001),
# }
#
# sat_pressure_relationship = {
# 1: ft.partial(saturation1, subdomain_index = 1),#,
# 2: ft.partial(saturation2, n_index=3, alpha=0.001),
# }
def
saturation
(
pc
,
index
):
# inverse capillary pressure-saturation-relationship
return
df
.
conditional
(
pc
>
0
,
1
/
((
1
+
pc
)
**
(
1
/
(
index
+
1
))),
1
)
def
saturation_sym
(
pc
,
index
):
# inverse capillary pressure-saturation-relationship
return
1
/
((
1
+
pc
)
**
(
1
/
(
index
+
1
)))
# derivative of S-pc relationship with respect to pc. This is needed for the
# construction of a analytic solution.
def
saturation_sym_prime
(
pc
,
index
):
# inverse capillary pressure-saturation-relationship
return
-
1
/
((
index
+
1
)
*
(
1
+
pc
)
**
((
index
+
2
)
/
(
index
+
1
)))
# note that the conditional definition of S-pc in the nonsymbolic part will be
# incorporated in the construction of the exact solution below.
S_pc_sym
=
{
1
:
ft
.
partial
(
saturation_sym
,
index
=
1
),
2
:
ft
.
partial
(
saturation_sym
,
index
=
2
),
# 3: ft.partial(saturation_sym, index=2),
# 4: ft.partial(saturation_sym, index=1)
}
S_pc_sym_prime
=
{
1
:
ft
.
partial
(
saturation_sym_prime
,
index
=
1
),
2
:
ft
.
partial
(
saturation_sym_prime
,
index
=
2
),
# 3: ft.partial(saturation_sym_prime, index=2),
# 4: ft.partial(saturation_sym_prime, index=1)
}
sat_pressure_relationship
=
{
1
:
ft
.
partial
(
saturation
,
index
=
1
),
2
:
ft
.
partial
(
saturation
,
index
=
2
),
# 3: ft.partial(saturation, index=2),
# 4: ft.partial(saturation, index=1)
}
#############################################
# Manufacture source expressions with sympy #
#############################################
x
,
y
=
sym
.
symbols
(
'
x[0], x[1]
'
)
# needed by UFL
t
=
sym
.
symbols
(
'
t
'
,
positive
=
True
)
p_e_sym
=
{
1
:
{
'
wetting
'
:
(
-
6.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
+
y
*
y
))},
#*(1-x)**2*(1+x)**2*(1-y)**2},
2
:
{
'
wetting
'
:
(
-
6.0
-
(
1.0
+
t
*
t
)
*
(
1.0
+
x
*
x
)),
#*(1-x)**2*(1+x)**2*(1+y)**2,
'
nonwetting
'
:
(
-
1
-
t
*
(
1.1
+
y
+
x
**
2
))
*
y
**
2
},
#*(1-x)**2*(1+x)**2*(1+y)**2},
}
#-y*y*(sym.sin(-2*t+2*x)*sym.sin(1/2*y-1.2*t)) - t*t*x*(0.5-y)*y*(1-x)
pc_e_sym
=
dict
()
for
subdomain
,
isR
in
isRichards
.
items
():
if
isR
:
pc_e_sym
.
update
({
subdomain
:
-
p_e_sym
[
subdomain
][
'
wetting
'
].
copy
()})
else
:
pc_e_sym
.
update
({
subdomain
:
p_e_sym
[
subdomain
][
'
nonwetting
'
].
copy
()
-
p_e_sym
[
subdomain
][
'
wetting
'
].
copy
()})
symbols
=
{
"
x
"
:
x
,
"
y
"
:
y
,
"
t
"
:
t
}
# turn above symbolic code into exact solution for dolphin and
# construct the rhs that matches the above exact solution.
exact_solution_example
=
hlp
.
generate_exact_solution_expressions
(
symbols
=
symbols
,
isRichards
=
isRichards
,
symbolic_pressure
=
p_e_sym
,
symbolic_capillary_pressure
=
pc_e_sym
,
saturation_pressure_relationship
=
S_pc_sym
,
saturation_pressure_relationship_prime
=
S_pc_sym_prime
,
viscosity
=
viscosity
,
porosity
=
porosity
,
relative_permeability
=
relative_permeability
,
relative_permeability_prime
=
ka_prime
,
densities
=
densities
,
gravity_acceleration
=
gravity_acceleration
,
include_gravity
=
include_gravity
,
)
source_expression
=
exact_solution_example
[
'
source
'
]
exact_solution
=
exact_solution_example
[
'
exact_solution
'
]
initial_condition
=
exact_solution_example
[
'
initial_condition
'
]
# Dictionary of dirichlet boundary conditions.
dirichletBC
=
dict
()
# similarly to the outer boundary dictionary, if a patch has no outer boundary
# None should be written instead of an expression.
# This is a bit of a brainfuck:
# dirichletBC[ind] gives a dictionary of the outer boundaries of subdomain ind.
# Since a domain patch can have several disjoint outer boundary parts, the
# expressions need to get an enumaration index which starts at 0.
# So dirichletBC[ind][j] is the dictionary of outer dirichlet conditions of
# subdomain ind and boundary part j.
# Finally, dirichletBC[ind][j]['wetting'] and dirichletBC[ind][j]['nonwetting']
# return the actual expression needed for the dirichlet condition for both
# phases if present.
# subdomain index: {outer boudary part index: {phase: expression}}
for
subdomain
in
isRichards
.
keys
():
# if subdomain has no outer boundary, outer_boundary_def_points[subdomain] is None
if
outer_boundary_def_points
[
subdomain
]
is
None
:
dirichletBC
.
update
({
subdomain
:
None
})
else
:
dirichletBC
.
update
({
subdomain
:
dict
()})
# set the dirichlet conditions to be the same code as exact solution on
# the subdomain.
for
outer_boundary_ind
in
outer_boundary_def_points
[
subdomain
].
keys
():
dirichletBC
[
subdomain
].
update
(
{
outer_boundary_ind
:
exact_solution
[
subdomain
]}
)
# def saturation(pressure, subdomain_index):
# # inverse capillary pressure-saturation-relationship
# return df.conditional(pressure < 0, 1/((1 - pressure)**(1/(subdomain_index + 1))), 1)
#
# sa
f
=
open
(
'
TP-R-2-patch-mesh-study.py
'
,
'
r
'
)
print
(
f
.
read
())
f
.
close
()
for
starttime
in
starttimes
:
for
mesh_resolution
,
solver_tol
in
resolutions
.
items
():
# initialise LDD simulation class
simulation
=
ldd
.
LDDsimulation
(
tol
=
1E-14
,
LDDsolver_tol
=
solver_tol
,
debug
=
debugflag
,
max_iter_num
=
max_iter_num
,
FEM_Lagrange_degree
=
FEM_Lagrange_degree
,
mesh_study
=
mesh_study
)
simulation
.
set_parameters
(
use_case
=
use_case
,
output_dir
=
output_string
,
subdomain_def_points
=
subdomain_def_points
,
isRichards
=
isRichards
,
interface_def_points
=
interface_def_points
,
outer_boundary_def_points
=
outer_boundary_def_points
,
adjacent_subdomains
=
adjacent_subdomains
,
mesh_resolution
=
mesh_resolution
,
viscosity
=
viscosity
,
porosity
=
porosity
,
L
=
L
,
lambda_param
=
lambda_param
,
relative_permeability
=
relative_permeability
,
saturation
=
sat_pressure_relationship
,
starttime
=
starttime
,
number_of_timesteps
=
number_of_timesteps
,
number_of_timesteps_to_analyse
=
number_of_timesteps_to_analyse
,
plot_timestep_every
=
plot_timestep_every
,
timestep_size
=
timestep_size
,
sources
=
source_expression
,
initial_conditions
=
initial_condition
,
dirichletBC_expression_strings
=
dirichletBC
,
exact_solution
=
exact_solution
,
densities
=
densities
,
include_gravity
=
include_gravity
,
write2file
=
write_to_file
,
)
simulation
.
initialise
()
output_dir
=
simulation
.
output_dir
# simulation.write_exact_solution_to_xdmf()
output
=
simulation
.
run
(
analyse_condition
=
analyse_condition
)
for
subdomain_index
,
subdomain_output
in
output
.
items
():
mesh_h
=
subdomain_output
[
'
mesh_size
'
]
for
phase
,
different_errornorms
in
subdomain_output
[
'
errornorm
'
].
items
():
filename
=
output_dir
+
"
subdomain{}-space-time-errornorm-{}-phase.csv
"
.
format
(
subdomain_index
,
phase
)
# for errortype, errornorm in different_errornorms.items():
# eocfile = open("eoc_filename", "a")
# eocfile.write( str(mesh_h) + " " + str(errornorm) + "\n" )
# eocfile.close()
# if subdomain.isRichards:mesh_h
data_dict
=
{
'
mesh_parameter
'
:
mesh_resolution
,
'
mesh_h
'
:
mesh_h
,
}
for
error_type
,
errornorms
in
different_errornorms
.
items
():
data_dict
.
update
(
{
error_type
:
errornorms
}
)
errors
=
pd
.
DataFrame
(
data_dict
,
index
=
[
mesh_resolution
])
# check if file exists
if
os
.
path
.
isfile
(
filename
)
==
True
:
with
open
(
filename
,
'
a
'
)
as
f
:
errors
.
to_csv
(
f
,
header
=
False
,
sep
=
'
\t
'
,
encoding
=
'
utf-8
'
,
index
=
False
)
else
:
errors
.
to_csv
(
filename
,
sep
=
'
\t
'
,
encoding
=
'
utf-8
'
,
index
=
False
)
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