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Merge branch 'develop' into tut_unst_cylinder
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‎design/Inc_Turbulent_Bend_Wallfunctions/config.cfg‎

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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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% %
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% SU2 configuration file %
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% Case description: turbulent 90 degree bend flow of Sudo (2001) %
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% Reynolds = 1.185*8.7*0.104/1.785e-5 ~ 60,000 %
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% Author: Nijso Beishuizen %
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% Date: 2024.01.13 %
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% File Version 8.0.0 "Harrier" %
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% %
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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% ------------- DIRECT, ADJOINT, AND LINEARIZED PROBLEM DEFINITION ------------%
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%
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SOLVER= INC_RANS
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INC_NONDIM= DIMENSIONAL
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KIND_TURB_MODEL= SST
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SST_OPTIONS= V2003m
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% switch to RESTART_SOL= YES if you do not have an initial solution
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% RESTART_SOL= YES
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RESTART_SOL= YES
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%
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% ITER= 4000
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ITER= 100
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%
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OBJECTIVE_FUNCTION= __OBJ_FUNC__
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OBJECTIVE_WEIGHT= 1.0
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%
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% ---------------- INCOMPRESSIBLE FLOW CONDITION DEFINITION -------------------%
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%
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INC_DENSITY_INIT= 1.185
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INC_DENSITY_REF = 1.185
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INC_VELOCITY_INIT= ( 0.0, 0.0, 1.0 )
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INC_VELOCITY_REF = 8.0
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INC_INLET_TYPE= VELOCITY_INLET
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INC_OUTLET_TYPE= PRESSURE_OUTLET
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%
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% --------------------------- VISCOSITY MODEL ---------------------------------%
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%
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VISCOSITY_MODEL= CONSTANT_VISCOSITY
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MU_CONSTANT= 1.785e-5
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%
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% -------------------- BOUNDARY CONDITION DEFINITION --------------------------%
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%
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% ------------------------------- %
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SPECIFIED_INLET_PROFILE= YES
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INLET_FILENAME= inlet.dat
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% ------------------------------- %
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%MARKER_HEATFLUX= ( wall_1, 0.0, wall_2,0.0, wall_bend,0.0)
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MARKER_HEATFLUX= ( wall,0.0)
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MARKER_INLET= ( inlet, 300.0, 8.7, 0.0, 0.0, 1.0 )
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MARKER_OUTLET= ( outlet, 0.0)
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MARKER_SYM= ( symmetry )
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%
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MARKER_MONITORING= ( outlet, inlet )
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MARKER_PLOTTING= ( wall, symmetry )
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% # for pressure drop we need outlet and inlet
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MARKER_ANALYZE= ( outlet, inlet )
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MARKER_ANALYZE_AVERAGE= MASSFLUX
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%
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% ------------- COMMON PARAMETERS DEFINING THE NUMERICAL METHOD ---------------%
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%
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NUM_METHOD_GRAD= WEIGHTED_LEAST_SQUARES
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%__DIRECT__CFL_NUMBER= 300
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%__ADJOINT__CFL_NUMBER=200
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CFL_ADAPT= NO
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%
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% ------------------------ LINEAR SOLVER DEFINITION ---------------------------%
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%
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LINEAR_SOLVER= FGMRES
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LINEAR_SOLVER_PREC= ILU
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LINEAR_SOLVER_ERROR= 1E-06
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%__DIRECT__LINEAR_SOLVER_ITER= 5
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%__ADJOINT__LINEAR_SOLVER_ITER= 10
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%
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% -------------------------- MULTIGRID PARAMETERS -----------------------------%
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%
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MGLEVEL= 0
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%
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% -------------------- FLOW NUMERICAL METHOD DEFINITION -----------------------%
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%
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CONV_NUM_METHOD_FLOW= FDS
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MUSCL_FLOW= YES
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SLOPE_LIMITER_FLOW= NONE
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TIME_DISCRE_FLOW= EULER_IMPLICIT
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%
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% -------------------- TURBULENT NUMERICAL METHOD DEFINITION ------------------%
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%
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CONV_NUM_METHOD_TURB= SCALAR_UPWIND
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MUSCL_TURB= NO
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%SLOPE_LIMITER_TURB= VENKATAKRISHNAN
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TIME_DISCRE_TURB= EULER_IMPLICIT
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FREESTREAM_TURBULENCEINTENSITY= 0.10
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FREESTREAM_TURB2LAMVISCRATIO= 100.0
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%
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% --------------------------- CONVERGENCE PARAMETERS --------------------------%
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%
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%__ADJOINT__CONV_FIELD= RMS_ADJ_PRESSURE
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%__DIRECT__CONV_FIELD= RMS_PRESSURE
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CONV_RESIDUAL_MINVAL= -12
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CONV_STARTITER= 10
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CONV_CAUCHY_ELEMS= 100
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CONV_CAUCHY_EPS= 1E-6
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%
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% ------------------------- INPUT/OUTPUT INFORMATION --------------------------%
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%
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MESH_FILENAME= sudo_coarse_FFD.su2
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SOLUTION_FILENAME= solution
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CONV_FILENAME= history
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RESTART_FILENAME= restart
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WRT_RESTART_OVERWRITE= YES
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WRT_VOLUME_OVERWRITE= YES
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WRT_SURFACE_OVERWRITE= YES
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WRT_PERFORMANCE= YES
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VOLUME_FILENAME= flow
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OUTPUT_WRT_FREQ= 100
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SCREEN_WRT_FREQ_INNER= 1
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SCREEN_WRT_FREQ_OUTER= 1
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% Note that this goes together with RESTART_ASCII
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READ_BINARY_RESTART= NO
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%
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OUTPUT_FILES= PARAVIEW_MULTIBLOCK RESTART_ASCII
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GRAD_OBJFUNC_FILENAME= of_grad.csv
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%__DIRECT__SCREEN_OUTPUT= INNER_ITER WALL_TIME RMS_PRESSURE RMS_VELOCITY-X RMS_VELOCITY-Y RMS_TKE RMS_DISSIPATION LINSOL_ITER LINSOL_RESIDUAL LINSOL_ITER_TURB LINSOL_RESIDUAL_TURB
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%__ADJOINT__SCREEN_OUTPUT= INNER_ITER WALL_TIME RMS_ADJ_PRESSURE RMS_ADJ_VELOCITY-X RMS_ADJ_VELOCITY-Y RMS_ADJ_TKE RMS_ADJ_DISSIPATION
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% !!! Note that this determines the output of the objectives !!!
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HISTORY_OUTPUT= INNER_ITER RMS_RES FLOW_COEFF FLOW_COEFF_SURF
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OUTPUT_PRECISION= 16
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WRT_RESTART_COMPACT = YES
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MESH_OUT_FILENAME= mesh_out
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%
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% -------------------- FREE-FORM DEFORMATION PARAMETERS -----------------------%
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%
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% Tolerance of the Free-Form Deformation point inversion
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FFD_TOLERANCE= 1E-10
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%
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% Maximum number of iterations in the Free-Form Deformation point inversion
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FFD_ITERATIONS= 500
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%
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% FFD box definition: 3D case (FFD_BoxTag, X1, Y1, Z1, X2, Y2, Z2, X3, Y3, Z3, X4, Y4, Z4,
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% X5, Y5, Z5, X6, Y6, Z6, X7, Y7, Z7, X8, Y8, Z8)
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% 2D case (FFD_BoxTag, X1, Y1, 0.0, X2, Y2, 0.0, X3, Y3, 0.0, X4, Y4, 0.0,
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% 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0)
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% Start at the lowest leftest corner and turn counter-clockwise
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%FFD_DEFINITION= (BOX, \
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%-0.06, 0.000, 0.26, \
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% 0.20, 0.000, 0.26 \
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% 0.20, 0.055, 0.26, \
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%-0.06, 0.055, 0.26, \
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%-0.06, 0.000 ,0.00, \
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% 0.20 ,0.000, 0.00, \
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% 0.20, 0.055, 0.00, \
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%-0.06, 0.055, 0.00 )
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%
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% FFD box degree: 3D case (i_degree, j_degree, k_degree)
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% 2D case (i_degree, j_degree, 0)
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% fixes the nodes on the surface plane that cross the domain
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FFD_CONTINUITY= 1ST_DERIVATIVE
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%
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% # DV_KIND= FFD_SETTING
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% # 6 x 6 x 6 = 216 nodes
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% # 216 x 3 = 648 d.o.f. for all 3 directions
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%
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DV_KIND= __FFD_CTRL_PTS__
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%
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% Marker of the surface in which we are going apply the shape deformation
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%
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DV_MARKER= ( wall, symmetry)
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%
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% Parameters of the shape deformation
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% - FFD_SETTING ( 1.0 )
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% - FFD_CONTROL_POINT ( FFD_BoxTag, i_Ind, j_Ind, k_Ind, x_Disp, y_Disp, z_Disp )
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%
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DV_PARAM= __FFD_PARAM__
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%
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% 216 x 3 = 648 points
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%
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DV_VALUE= __FFD_PTS__
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%
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% ------------------------ GRID DEFORMATION PARAMETERS ------------------------%
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%
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% Linear solver or smoother for implicit formulations (FGMRES, RESTARTED_FGMRES, BCGSTAB)
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DEFORM_LINEAR_SOLVER= FGMRES
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%
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% Preconditioner of the Krylov linear solver (ILU, LU_SGS, JACOBI)
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DEFORM_LINEAR_SOLVER_PREC= ILU
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%
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% Number of smoothing iterations for mesh deformation
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DEFORM_LINEAR_SOLVER_ITER= 1000
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%
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% Number of nonlinear deformation iterations (surface deformation increments)
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DEFORM_NONLINEAR_ITER= 1
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%
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% Minimum residual criteria for the linear solver convergence of grid deformation
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DEFORM_LINEAR_SOLVER_ERROR= 1E-14
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%
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% Print the residuals during mesh deformation to the console (YES, NO)
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DEFORM_CONSOLE_OUTPUT= YES
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%
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% Deformation coefficient (linear elasticity limits from -1.0 to 0.5, a larger
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% value is also possible)
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DEFORM_COEFF = 1.0e6
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%
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% Type of element stiffness imposed for FEA mesh deformation (INVERSE_VOLUME,
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% WALL_DISTANCE, CONSTANT_STIFFNESS)
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%DEFORM_STIFFNESS_TYPE= WALL_DISTANCE
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DEFORM_STIFFNESS_TYPE= CONSTANT_STIFFNESS
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%
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% Deform the grid only close to the surface. It is possible to specify how much
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% of the volumetric grid is going to be deformed in meters or inches (1E6 by default)
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DEFORM_LIMIT = 1E6

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