The analytic function types for a Darcy equation. More...
|
Variables | |
| integer(intg), parameter | equations_set_constants::equations_set_darcy_equation_two_dim_1 =1 |
| u=tbd More... | |
| integer(intg), parameter | equations_set_constants::equations_set_darcy_equation_two_dim_2 =2 |
| u=tbd More... | |
| integer(intg), parameter | equations_set_constants::equations_set_darcy_equation_two_dim_3 =3 |
| u=tbd More... | |
| integer(intg), parameter | equations_set_constants::equations_set_darcy_equation_three_dim_1 =4 |
| u=tbd More... | |
| integer(intg), parameter | equations_set_constants::equations_set_darcy_equation_three_dim_2 =5 |
| u=tbd More... | |
| integer(intg), parameter | equations_set_constants::equations_set_darcy_equation_three_dim_3 =6 |
| u=tbd More... | |
| integer(intg), parameter | equations_set_constants::equations_set_incomp_elast_darcy_analytic_darcy =7 |
| this is a solution where the finite elasticity solve is skipped to allow easy analytic testing of the mass increase & velocity solve step of incompressible poromechanical model More... | |
Detailed Description
The analytic function types for a Darcy equation.
Variable Documentation
| integer(intg), parameter equations_set_constants::equations_set_darcy_equation_three_dim_1 =4 |
u=tbd
Definition at line 528 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), and darcy_equations_routines::darcy_equation_finite_element_calculate().
| integer(intg), parameter equations_set_constants::equations_set_darcy_equation_three_dim_2 =5 |
u=tbd
Definition at line 529 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), and darcy_equations_routines::darcy_equation_finite_element_calculate().
| integer(intg), parameter equations_set_constants::equations_set_darcy_equation_three_dim_3 =6 |
u=tbd
Definition at line 530 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), and darcy_equations_routines::darcy_equation_finite_element_calculate().
| integer(intg), parameter equations_set_constants::equations_set_darcy_equation_two_dim_1 =1 |
u=tbd
Definition at line 525 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), and darcy_equations_routines::darcy_equation_finite_element_calculate().
| integer(intg), parameter equations_set_constants::equations_set_darcy_equation_two_dim_2 =2 |
u=tbd
Definition at line 526 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), and darcy_equations_routines::darcy_equation_finite_element_calculate().
| integer(intg), parameter equations_set_constants::equations_set_darcy_equation_two_dim_3 =3 |
u=tbd
Definition at line 527 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), and darcy_equations_routines::darcy_equation_finite_element_calculate().
| integer(intg), parameter equations_set_constants::equations_set_incomp_elast_darcy_analytic_darcy =7 |
this is a solution where the finite elasticity solve is skipped to allow easy analytic testing of the mass increase & velocity solve step of incompressible poromechanical model
Definition at line 531 of file equations_set_constants.f90.
Referenced by darcy_equations_routines::darcy_boundaryconditionsanalyticcalculate(), darcy_equations_routines::darcy_equation_equations_set_setup(), darcy_equations_routines::darcy_equation_pre_solve(), and darcy_equations_routines::darcy_presolveupdateanalyticvalues().
