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Commit 05163b4a authored by wenqing's avatar wenqing
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[Ctest/HM_MFront] Added a simple test

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ProcessLib/HydroMechanics/Tests.cmake
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...@@ -466,6 +466,22 @@ AddTest( ...@@ -466,6 +466,22 @@ AddTest(
InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu sigma sigma 1e-6 0 InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu sigma sigma 1e-6 0
) )
AddTest(
NAME StaggeredInjectionProduction1D_MFront
PATH HydroMechanics/StaggeredScheme/InjectionProduction1D
EXECUTABLE ogs
EXECUTABLE_ARGS InjectionProduction1D_MFront.prj
WRAPPER time
TESTER vtkdiff
REQUIREMENTS NOT OGS_USE_MPI AND OGS_USE_MFRONT
DIFF_DATA
InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu displacement displacement 1e-13 0
InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu pressure pressure 1e-6 0
InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu velocity velocity 1e-18 0
InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu epsilon epsilon 1e-13 0
InjectionProduction1D_Reference_ts_1_t_86400.000000.vtu InjectionProduction1D_ts_1_t_86400.000000.vtu sigma sigma 1e-6 0
)
AddTest( AddTest(
NAME HydroMechanics_hm1_1Dbeam NAME HydroMechanics_hm1_1Dbeam
PATH HydroMechanics/Verification PATH HydroMechanics/Verification
......
Tests/Data/HydroMechanics/StaggeredScheme/InjectionProduction1D/InjectionProduction1D_MFront.prj 0 → 100644
+ 303
− 0
View file @ 05163b4a
<?xml version='1.0' encoding='ISO-8859-1'?>
<OpenGeoSysProject>
<meshes>
<mesh>mesh_domain.vtu</mesh>
<mesh>mesh_production.vtu</mesh>
<mesh>mesh_injection.vtu</mesh>
<mesh>mesh_top.vtu</mesh>
<mesh>mesh_bottom.vtu</mesh>
<mesh>mesh_left.vtu</mesh>
<mesh>mesh_right.vtu</mesh>
</meshes>
<processes>
<process>
<name>InjectionProduction1D</name>
<type>HYDRO_MECHANICS</type>
<coupling_scheme>staggered</coupling_scheme>
<integration_order>3</integration_order>
<dimension>2</dimension>
<constitutive_relation>
<type>MFront</type>
<behaviour>Elasticity</behaviour>
<material_properties>
<material_property name="YoungModulus" parameter="E"/>
<material_property name="PoissonRatio" parameter="nu"/>
</material_properties>
</constitutive_relation>
<process_variables>
<pressure>pressure</pressure>
<displacement>displacement</displacement>
</process_variables>
<secondary_variables>
<secondary_variable internal_name="sigma" output_name="sigma"/>
<secondary_variable internal_name="epsilon" output_name="epsilon"/>
<secondary_variable internal_name="velocity" output_name="velocity"/>
</secondary_variables>
<specific_body_force>0 0</specific_body_force>
</process>
</processes>
<media>
<medium>
<phases>
<phase>
<type>Gas</type>
<properties>
<property>
<name>viscosity</name>
<type>Constant</type>
<value>1.0e-3</value>
</property>
<property>
<name>density</name>
<type>Linear</type>
<reference_value>1.0e3</reference_value>
<independent_variable>
<variable_name>phase_pressure</variable_name>
<reference_condition>2.125e6</reference_condition>
<slope>2.75e-8</slope>
</independent_variable>
</property>
</properties>
</phase>
<phase>
<type>Solid</type>
<properties>
<property>
<name>density</name>
<type>Constant</type>
<value>3.0e3</value>
</property>
</properties>
</phase>
</phases>
<properties>
<property>
<name>porosity</name>
<type>Constant</type>
<value>0.3</value>
</property>
<property>
<name>biot_coefficient</name>
<type>Constant</type>
<value>1.0</value>
</property>
<property>
<name>reference_temperature</name>
<type>Constant</type>
<value>293.15</value>
</property>
<property>
<name>permeability</name>
<type>Constant</type>
<value>493.5e-16</value>
</property>
</properties>
</medium>
</media>
<time_loop>
<global_process_coupling>
<max_iter> 100 </max_iter>
<convergence_criteria>
<!-- convergence criterion for the first process -->
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<abstol>1.e-7</abstol>
</convergence_criterion>
<!-- convergence criterion for the second process -->
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<abstol>1.e-14</abstol>
</convergence_criterion>
</convergence_criteria>
</global_process_coupling>
<processes>
<!--For the equations of hydraulics-->
<process ref="InjectionProduction1D">
<nonlinear_solver>basic_newton_p</nonlinear_solver>
<convergence_criterion>
<type>DeltaX</type>
<norm_type>NORM2</norm_type>
<abstol> 1e-8 </abstol>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>86.4e3</t_end>
<timesteps>
<pair>
<repeat>1</repeat>
<delta_t>86.4e3</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
<!--For the equations of deformation-->
<process ref="InjectionProduction1D">
<nonlinear_solver>basic_newton_u</nonlinear_solver>
<convergence_criterion>
<type>PerComponentDeltaX</type>
<norm_type>NORM2</norm_type>
<abstols> 1e-15 1e-15 </abstols>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0</t_initial>
<t_end>86.4e3</t_end>
<timesteps>
<pair>
<repeat>1</repeat>
<delta_t>86.4e3</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>InjectionProduction1D</prefix>
<variables>
<variable>displacement</variable>
<variable>pressure</variable>
<variable>sigma</variable>
<variable>epsilon</variable>
<variable>velocity</variable>
</variables>
<suffix>_ts_{:timestep}_t_{:time}</suffix>
</output>
</time_loop>
<parameters>
<!-- Mechanics -->
<parameter>
<name>E</name>
<type>Constant</type>
<value>300.0e6</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>0.0</value>
</parameter>
<!-- Model parameters -->
<parameter>
<name>zero_vector_2d</name>
<type>Constant</type>
<values>0 0</values>
</parameter>
<parameter>
<name>pressure_ic</name>
<type>Constant</type>
<values>2.125e6</values>
</parameter>
<parameter>
<name>dirichlet0</name>
<type>Constant</type>
<value>0</value>
</parameter>
<parameter>
<name>overburden</name>
<type>Constant</type>
<value>-2.125e6</value>
</parameter>
<parameter>
<name>source_term_production</name>
<type>Constant</type>
<value>-1.16e-4</value>
</parameter>
<parameter>
<name>source_term_injection</name>
<type>Constant</type>
<value>1.16e-4</value>
</parameter>
</parameters>
<process_variables>
<process_variable>
<name>pressure</name>
<components>1</components>
<order>1</order>
<initial_condition>pressure_ic</initial_condition>
<source_terms>
<source_term>
<mesh>mesh_production</mesh>
<type>Volumetric</type>
<parameter>source_term_production</parameter>
</source_term>
<source_term>
<mesh>mesh_injection</mesh>
<type>Volumetric</type>
<parameter>source_term_injection</parameter>
</source_term>
</source_terms>
</process_variable>
<process_variable>
<name>displacement</name>
<components>2</components>
<order>2</order>
<initial_condition>zero_vector_2d</initial_condition>
<boundary_conditions>
<boundary_condition>
<mesh>mesh_left</mesh>
<type>Dirichlet</type>
<component>0</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<mesh>mesh_right</mesh>
<type>Dirichlet</type>
<component>0</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<mesh>mesh_bottom</mesh>
<type>Dirichlet</type>
<component>1</component>
<parameter>dirichlet0</parameter>
</boundary_condition>
<boundary_condition>
<mesh>mesh_top</mesh>
<type>Neumann</type>
<component>1</component>
<parameter>overburden</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<nonlinear_solvers>
<nonlinear_solver>
<name>basic_newton_p</name>
<type>Newton</type>
<max_iter>100</max_iter>
<linear_solver>linear_solver_p</linear_solver>
</nonlinear_solver>
<nonlinear_solver>
<name>basic_newton_u</name>
<type>Newton</type>
<max_iter>100</max_iter>
<linear_solver>linear_solver_u</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<linear_solvers>
<linear_solver>
<name>linear_solver_p</name>
<eigen>
<solver_type>SparseLU</solver_type>
<precon_type>DIAGONAL</precon_type>
</eigen>
</linear_solver>
<linear_solver>
<name>linear_solver_u</name>
<eigen>
<solver_type>SparseLU</solver_type>
<precon_type>DIAGONAL</precon_type>
</eigen>
</linear_solver>
</linear_solvers>
</OpenGeoSysProject>
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