OGS
axisym_theis_CT.prj
<
OpenGeoSysProject
>
<
mesh
axially_symmetric
="true">axisym_theis.vtu</mesh>
<
geometry
>axisym_theis.gml</geometry>
<
processes
>
<
process
>
<
name
>ComponentTransport</name>
<
type
>
ComponentTransport
</type>
<
integration_order
>2</integration_order>
<
process_variables
>
<
pressure
>pressure</pressure>
<
concentration
>concentration</concentration>
</process_variables>
<
secondary_variables
>
<
secondary_variable
name
="darcy_velocity" />
</secondary_variables>
<
specific_body_force
>0.0 0.0</specific_body_force>
</process>
</processes>
<
media
>
<
medium
id
="0">
<
phases
>
<
phase
>
<
type
>
AqueousLiquid
</type>
<
components
>
<
component
>
<
name
>concentration</name>
<
properties
>
<property>
<name>pore_diffusion</name>
<type>
Constant
</type>
<value>2e-9</value>
</property>
<property>
<name>retardation_factor</name>
<type>
Constant
</type>
<value>1</value>
</property>
<property>
<name>decay_rate</name>
<type>
Constant
</type>
<value>0</value>
</property>
</properties>
</component>
</components>
<
properties
>
<
property
>
<
name
>viscosity</name>
<
type
>
Constant
</type>
<
value
>1.0</value>
</property>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>1.0</value>
</property>
</properties>
</phase>
</phases>
<
properties
>
<
property
>
<
name
>permeability</name>
<
type
>
Constant
</type>
<
value
>9.2903e-4</value>
</property>
<
property
>
<
name
>porosity</name>
<
type
>
Constant
</type>
<
value
>1.0</value>
</property>
<
property
>
<
name
>storage</name>
<
type
>
Constant
</type>
<
value
>1.0e-3</value>
</property>
<
property
>
<
name
>longitudinal_dispersivity</name>
<
type
>
Constant
</type>
<
value
>0</value>
</property>
<
property
>
<
name
>transversal_dispersivity</name>
<
type
>
Constant
</type>
<
value
>0</value>
</property>
</properties>
</medium>
</media>
<
time_loop
>
<
processes
>
<
process
ref
="ComponentTransport">
<
nonlinear_solver
>basic_picard</nonlinear_solver>
<
convergence_criterion
>
<
type
>
PerComponentDeltaX
</type>
<
norm_type
>NORM2</norm_type>
<
reltols
>1.e-10 1.e-10</reltols>
</convergence_criterion>
<
time_discretization
>
<
type
>
BackwardEuler
</type>
</time_discretization>
<
time_stepping
>
<
type
>
FixedTimeStepping
</type>
<
t_initial
>0.0</t_initial>
<
t_end
>864000</t_end>
<
timesteps
>
<
pair
>
<
repeat
>10</repeat>
<
delta_t
>0.864</delta_t>
</pair>
<
pair
>
<
repeat
>10</repeat>
<
delta_t
>7.776</delta_t>
</pair>
<
pair
>
<
repeat
>9</repeat>
<
delta_t
>86.4</delta_t>
</pair>
<
pair
>
<
repeat
>9</repeat>
<
delta_t
>864.0</delta_t>
</pair>
<
pair
>
<
repeat
>10</repeat>
<
delta_t
>7776.</delta_t>
</pair>
<
pair
>
<
repeat
>18</repeat>
<
delta_t
>43200.</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<
output
>
<
type
>
VTK
</type>
<
prefix
>CT_hydraulic_head</prefix>
<
timesteps
>
<
pair
>
<
repeat
>6</repeat>
<
each_steps
>10</each_steps>
</pair>
<
pair
>
<
repeat
>1</repeat>
<
each_steps
>6</each_steps>
</pair>
</timesteps>
<
variables
/>
<
suffix
>
ts
{:timestep}_t_{:time}</suffix>
</output>
</time_loop>
<
parameters
>
<
parameter
>
<
name
>p0</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>p_dbc</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>p_nbc</name>
<
type
>
Constant
</type>
<
value
>0.008354590188550937</value>
</parameter>
<
parameter
>
<
name
>c_0</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>c_dbc</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>kappa1</name>
<
type
>
Constant
</type>
<
values
>9.2903e-4</values>
</parameter>
</parameters>
<
process_variables
>
<
process_variable
>
<
name
>concentration</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>c_0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>theis_geo</geometrical_set>
<
geometry
>well</geometry>
<
type
>
Dirichlet
</type>
<
parameter
>c_dbc</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
<
process_variable
>
<
name
>pressure</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>p0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>theis_geo</geometrical_set>
<
geometry
>well</geometry>
<
type
>
Neumann
</type>
<
parameter
>p_nbc</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>theis_geo</geometrical_set>
<
geometry
>infinite</geometry>
<
type
>
Dirichlet
</type>
<
parameter
>p_dbc</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<
nonlinear_solvers
>
<
nonlinear_solver
>
<
name
>basic_picard</name>
<
type
>
Picard
</type>
<
max_iter
>30</max_iter>
<
linear_solver
>general_linear_solver</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<
linear_solvers
>
<
linear_solver
>
<
name
>general_linear_solver</name>
<
eigen
>
<
solver_type
>CG</solver_type>
<
precon_type
>DIAGONAL</precon_type>
<
max_iteration_step
>10000</max_iteration_step>
<
error_tolerance
>1e-12</error_tolerance>
</eigen>
<
petsc
>
<
prefix
>lf</prefix>
<
parameters
>-lf_ksp_type cg -lf_pc_type bjacobi -lf_ksp_rtol 1e-16 -lf_ksp_max_it 10000</parameters>
</petsc>
</linear_solver>
</linear_solvers>
<
test_definition
>
<
vtkdiff
>
<
regex
>CT_hydraulic_head_ts_.*_t_.*.vtu</regex>
<
field
>pressure</field>
<
absolute_tolerance
>1e-10</absolute_tolerance>
<
relative_tolerance
>1e-10</relative_tolerance>
</vtkdiff>
</test_definition>
</OpenGeoSysProject>
OGS CTests—Project Files
Parabolic
ComponentTransport
Theis_Axisymmetric
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