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adding squallline and supercell CI tests (#1935)
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Original file line number | Diff line number | Diff line change |
---|---|---|
@@ -0,0 +1,44 @@ | ||
HyperCLaw-V1.1 | ||
16 | ||
density | ||
rhotheta | ||
rhoQ1 | ||
rhoQ2 | ||
rhoQ3 | ||
x_velocity | ||
y_velocity | ||
z_velocity | ||
temp | ||
theta | ||
pressure | ||
pert_dens | ||
qv | ||
qc | ||
qrain | ||
rain_accum | ||
3 | ||
2.5 | ||
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Original file line number | Diff line number | Diff line change |
---|---|---|
@@ -0,0 +1,44 @@ | ||
HyperCLaw-V1.1 | ||
16 | ||
density | ||
rhotheta | ||
rhoQ1 | ||
rhoQ2 | ||
rhoQ3 | ||
x_velocity | ||
y_velocity | ||
z_velocity | ||
temp | ||
theta | ||
pressure | ||
pert_dens | ||
qv | ||
qc | ||
qrain | ||
rain_accum | ||
3 | ||
5 | ||
0 | ||
-7500 -12500 0 | ||
7500 12500 24000 | ||
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||
((0,0,0) (59,99,95) (0,0,0)) | ||
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Original file line number | Diff line number | Diff line change |
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FabOnDisk: Cell_D_00003 0 | ||
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|
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# ------------------ INPUTS TO MAIN PROGRAM ------------------- | ||
max_step = 10 | ||
|
||
amrex.fpe_trap_invalid = 1 | ||
|
||
fabarray.mfiter_tile_size = 2048 1024 2048 | ||
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||
# PROBLEM SIZE & GEOMETRY | ||
geometry.prob_lo = -15000. 0. 0. | ||
geometry.prob_hi = 15000. 100. 24000. | ||
amr.n_cell = 300 1 240 # dx=dy=dz=100 m | ||
|
||
geometry.is_periodic = 0 1 0 | ||
|
||
xlo.type = "Open" | ||
xhi.type = "Open" | ||
zlo.type = "SlipWall" | ||
zhi.type = "HO_Outflow" | ||
|
||
# TIME STEP CONTROL | ||
erf.fixed_dt = 0.25 # fixed time step [s] -- Straka et al 1993 | ||
erf.fixed_fast_dt = 0.125 # fixed time step [s] -- Straka et al 1993 | ||
|
||
# DIAGNOSTICS & VERBOSITY | ||
erf.sum_interval = 1 # timesteps between computing mass | ||
erf.v = 1 # verbosity in ERF.cpp | ||
amr.v = 1 # verbosity in Amr.cpp | ||
|
||
# REFINEMENT / REGRIDDING | ||
amr.max_level = 0 # maximum level number allowed | ||
|
||
# CHECKPOINT FILES | ||
amr.check_file = chk # root name of checkpoint file | ||
amr.check_int = 1000 # number of timesteps between checkpoints | ||
#amr.restart = chk09000 | ||
|
||
# PLOTFILES | ||
erf.plot_file_1 = plt # root name of plotfile | ||
erf.plot_int_1 = 100 # number of timesteps between plotfiles | ||
erf.plot_vars_1 = density rhotheta rhoQ1 rhoQ2 rhoQ3 x_velocity y_velocity z_velocity pressure theta temp qv qc qrain rain_accum pert_dens | ||
|
||
# SOLVER CHOICE | ||
erf.use_gravity = true | ||
erf.buoyancy_type = 1 | ||
erf.use_coriolis = false | ||
|
||
#erf.les_type = "Smagorinsky" | ||
erf.Cs = 0.25 | ||
erf.les_type = "None" | ||
|
||
# | ||
# diffusion coefficient from Straka, K = 75 m^2/s | ||
# | ||
erf.molec_diff_type = "ConstantAlpha" | ||
#erf.molec_diff_type = "Constant" | ||
erf.rho0_trans = 1.0 # [kg/m^3], used to convert input diffusivities | ||
erf.dynamicViscosity = 200.0 # [kg/(m-s)] ==> nu = 75.0 m^2/s | ||
erf.alpha_T = 200.0 # [m^2/s] | ||
erf.alpha_C = 200.0 | ||
|
||
erf.moisture_model = "Kessler" | ||
erf.use_moist_background = true | ||
|
||
# PROBLEM PARAMETERS (optional) | ||
prob.z_tr = 12000.0 | ||
prob.height = 1200.0 | ||
prob.theta_0 = 300.0 | ||
prob.theta_tr = 343.0 | ||
prob.T_tr = 213.0 | ||
prob.x_c = 0.0 | ||
prob.z_c = 2000.0 | ||
prob.x_r = 10000.0 | ||
prob.z_r = 1500.0 | ||
prob.theta_c = 3.0 |
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@@ -0,0 +1,80 @@ | ||
# ------------------ INPUTS TO MAIN PROGRAM ------------------- | ||
max_step = 10 | ||
|
||
amrex.fpe_trap_invalid = 1 | ||
|
||
fabarray.mfiter_tile_size = 2048 1024 2048 | ||
|
||
# PROBLEM SIZE & GEOMETRY | ||
geometry.prob_lo = -7500. -12500. 0. | ||
geometry.prob_hi = 7500. 12500. 24000. | ||
amr.n_cell = 60 100 96 # dx=dy=dz=250 m | ||
|
||
# periodic in x to match WRF setup | ||
# - as an alternative, could use symmetry at x=0 and outflow at x=25600 | ||
geometry.is_periodic = 1 0 0 | ||
|
||
ylo.type = "Open" | ||
yhi.type = "Open" | ||
|
||
zlo.type = "SlipWall" | ||
zhi.type = "HO_Outflow" | ||
|
||
# TIME STEP CONTROL | ||
erf.fixed_dt = 0.5 # fixed time step [s] -- Straka et al 1993 | ||
erf.fixed_fast_dt = 0.25 # fixed time step [s] -- Straka et al 1993 | ||
|
||
# DIAGNOSTICS & VERBOSITY | ||
erf.sum_interval = 1 # timesteps between computing mass | ||
erf.v = 1 # verbosity in ERF.cpp | ||
amr.v = 1 # verbosity in Amr.cpp | ||
|
||
# REFINEMENT / REGRIDDING | ||
amr.max_level = 0 # maximum level number allowed | ||
|
||
# CHECKPOINT FILES | ||
amr.check_file = chk # root name of checkpoint file | ||
amr.check_int = 1000 # number of timesteps between checkpoints | ||
#amr.restart = chk15000 | ||
|
||
# PLOTFILES | ||
erf.plot_file_1 = plt # root name of plotfile | ||
erf.plot_int_1 = 120 # number of timesteps between plotfiles | ||
erf.plot_vars_1 = density rhotheta rhoQ1 rhoQ2 rhoQ3 x_velocity y_velocity z_velocity pressure theta temp qv qc qrain rain_accum pert_dens | ||
|
||
# SOLVER CHOICE | ||
erf.use_gravity = true | ||
erf.buoyancy_type = 1 | ||
erf.use_coriolis = false | ||
erf.use_rayleigh_damping = false | ||
|
||
#erf.les_type = "Smagorinsky" | ||
erf.Cs = 0.25 | ||
erf.les_type = "None" | ||
|
||
# | ||
# diffusion coefficient from Straka, K = 75 m^2/s | ||
# | ||
erf.molec_diff_type = "ConstantAlpha" | ||
#erf.molec_diff_type = "Constant" | ||
erf.rho0_trans = 1.0 # [kg/m^3], used to convert input diffusivities | ||
erf.dynamicViscosity = 33.33 # [kg/(m-s)] ==> nu = 75.0 m^2/s | ||
erf.alpha_T = 33.33 # [m^2/s] | ||
erf.alpha_C = 33.33 | ||
|
||
erf.moisture_model = "Kessler" | ||
erf.use_moist_background = true | ||
|
||
# PROBLEM PARAMETERS (optional) | ||
prob.z_tr = 12000.0 | ||
prob.height = 1200.0 | ||
prob.theta_0 = 300.0 | ||
prob.theta_tr = 343.0 | ||
prob.T_tr = 213.0 | ||
prob.x_c = 0.0 | ||
prob.y_c = 0.0 | ||
prob.z_c = 2000.0 | ||
prob.x_r = 10000.0 | ||
prob.y_r = 10000.0 | ||
prob.z_r = 2000.0 | ||
prob.theta_c = 3.0 |