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Merge pull request #541 from firedrakeproject/TBendall/example_revamp
Revamp examples
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Original file line number | Diff line number | Diff line change |
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""" | ||
The gravity wave test case of Skamarock and Klemp (1994), solved using the | ||
incompressible Boussinesq equations. | ||
This example uses the compressible Boussinesq equations to solve the vertical | ||
slice gravity wave test case of Skamarock and Klemp, 1994: | ||
``Efficiency and Accuracy of the Klemp-Wilhelmson Time-Splitting Technique'', | ||
MWR. | ||
Buoyancy is transported using SUPG. | ||
Buoyancy is transported using SUPG, and the degree 1 elements are used. | ||
""" | ||
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from gusto import * | ||
from firedrake import (as_vector, PeriodicIntervalMesh, ExtrudedMesh, | ||
sin, SpatialCoordinate, Function, pi) | ||
import sys | ||
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# ---------------------------------------------------------------------------- # | ||
# Test case parameters | ||
# ---------------------------------------------------------------------------- # | ||
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dt = 6. | ||
L = 3.0e5 # Domain length | ||
H = 1.0e4 # Height position of the model top | ||
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if '--running-tests' in sys.argv: | ||
tmax = dt | ||
dumpfreq = 1 | ||
columns = 30 # number of columns | ||
nlayers = 5 # horizontal layers | ||
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else: | ||
tmax = 3600. | ||
dumpfreq = int(tmax / (2*dt)) | ||
columns = 300 # number of columns | ||
nlayers = 10 # horizontal layers | ||
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# ---------------------------------------------------------------------------- # | ||
# Set up model objects | ||
# ---------------------------------------------------------------------------- # | ||
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# Domain | ||
m = PeriodicIntervalMesh(columns, L) | ||
mesh = ExtrudedMesh(m, layers=nlayers, layer_height=H/nlayers) | ||
domain = Domain(mesh, dt, 'CG', 1) | ||
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# Equation | ||
parameters = BoussinesqParameters(cs=300) | ||
eqns = BoussinesqEquations(domain, parameters) | ||
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# I/O | ||
output = OutputParameters( | ||
dirname='skamarock_klemp_compressible', | ||
dumpfreq=dumpfreq, | ||
dumplist=['u'], | ||
from argparse import ArgumentParser, ArgumentDefaultsHelpFormatter | ||
from firedrake import ( | ||
as_vector, PeriodicIntervalMesh, ExtrudedMesh, sin, SpatialCoordinate, | ||
Function, pi | ||
) | ||
# list of diagnostic fields, each defined in a class in diagnostics.py | ||
diagnostic_fields = [CourantNumber(), Divergence(), Perturbation('b')] | ||
io = IO(domain, output, diagnostic_fields=diagnostic_fields) | ||
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# Transport schemes | ||
b_opts = SUPGOptions() | ||
transported_fields = [TrapeziumRule(domain, "u"), | ||
SSPRK3(domain, "p"), | ||
SSPRK3(domain, "b", options=b_opts)] | ||
transport_methods = [DGUpwind(eqns, "u"), | ||
DGUpwind(eqns, "p"), | ||
DGUpwind(eqns, "b", ibp=b_opts.ibp)] | ||
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# Linear solver | ||
linear_solver = BoussinesqSolver(eqns) | ||
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# Time stepper | ||
stepper = SemiImplicitQuasiNewton(eqns, io, transported_fields, | ||
transport_methods, | ||
linear_solver=linear_solver) | ||
from gusto import ( | ||
Domain, IO, OutputParameters, SemiImplicitQuasiNewton, SSPRK3, DGUpwind, | ||
TrapeziumRule, SUPGOptions, Divergence, Perturbation, CourantNumber, | ||
BoussinesqParameters, BoussinesqEquations, BoussinesqSolver, | ||
boussinesq_hydrostatic_balance | ||
) | ||
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skamarock_klemp_compressible_bouss_defaults = { | ||
'ncolumns': 300, | ||
'nlayers': 10, | ||
'dt': 6.0, | ||
'tmax': 3600., | ||
'dumpfreq': 300, | ||
'dirname': 'skamarock_klemp_compressible_bouss' | ||
} | ||
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def skamarock_klemp_compressible_bouss( | ||
ncolumns=skamarock_klemp_compressible_bouss_defaults['ncolumns'], | ||
nlayers=skamarock_klemp_compressible_bouss_defaults['nlayers'], | ||
dt=skamarock_klemp_compressible_bouss_defaults['dt'], | ||
tmax=skamarock_klemp_compressible_bouss_defaults['tmax'], | ||
dumpfreq=skamarock_klemp_compressible_bouss_defaults['dumpfreq'], | ||
dirname=skamarock_klemp_compressible_bouss_defaults['dirname'] | ||
): | ||
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# ------------------------------------------------------------------------ # | ||
# Test case parameters | ||
# ------------------------------------------------------------------------ # | ||
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domain_width = 3.0e5 # Width of domain (m) | ||
domain_height = 1.0e4 # Height of domain (m) | ||
wind_initial = 20. # Initial wind in x direction (m/s) | ||
pert_width = 5.0e3 # Width parameter of perturbation (m) | ||
deltab = 1.0e-2 # Magnitude of buoyancy perturbation (m/s^2) | ||
N = 0.01 # Brunt-Vaisala frequency (1/s) | ||
cs = 300. # Speed of sound (m/s) | ||
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# ------------------------------------------------------------------------ # | ||
# Our settings for this set up | ||
# ------------------------------------------------------------------------ # | ||
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element_order = 1 | ||
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# ------------------------------------------------------------------------ # | ||
# Set up model objects | ||
# ------------------------------------------------------------------------ # | ||
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# Domain | ||
base_mesh = PeriodicIntervalMesh(ncolumns, domain_width) | ||
mesh = ExtrudedMesh(base_mesh, nlayers, layer_height=domain_height/nlayers) | ||
domain = Domain(mesh, dt, 'CG', element_order) | ||
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# Equation | ||
parameters = BoussinesqParameters(cs=cs) | ||
eqns = BoussinesqEquations(domain, parameters) | ||
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# I/O | ||
output = OutputParameters( | ||
dirname=dirname, dumpfreq=dumpfreq, dump_vtus=True, dump_nc=False, | ||
) | ||
# list of diagnostic fields, each defined in a class in diagnostics.py | ||
diagnostic_fields = [CourantNumber(), Divergence(), Perturbation('b')] | ||
io = IO(domain, output, diagnostic_fields=diagnostic_fields) | ||
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# Transport schemes | ||
b_opts = SUPGOptions() | ||
transported_fields = [ | ||
TrapeziumRule(domain, "u"), | ||
SSPRK3(domain, "p"), | ||
SSPRK3(domain, "b", options=b_opts) | ||
] | ||
transport_methods = [ | ||
DGUpwind(eqns, "u"), | ||
DGUpwind(eqns, "p"), | ||
DGUpwind(eqns, "b", ibp=b_opts.ibp) | ||
] | ||
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# Linear solver | ||
linear_solver = BoussinesqSolver(eqns) | ||
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# Time stepper | ||
stepper = SemiImplicitQuasiNewton( | ||
eqns, io, transported_fields, transport_methods, | ||
linear_solver=linear_solver | ||
) | ||
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# ------------------------------------------------------------------------ # | ||
# Initial conditions | ||
# ------------------------------------------------------------------------ # | ||
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u0 = stepper.fields("u") | ||
b0 = stepper.fields("b") | ||
p0 = stepper.fields("p") | ||
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# spaces | ||
Vb = b0.function_space() | ||
Vp = p0.function_space() | ||
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x, z = SpatialCoordinate(mesh) | ||
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# first setup the background buoyancy profile | ||
# z.grad(bref) = N**2 | ||
bref = z*(N**2) | ||
# interpolate the expression to the function | ||
b_b = Function(Vb).interpolate(bref) | ||
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# setup constants | ||
b_pert = ( | ||
deltab * sin(pi*z/domain_height) | ||
/ (1 + (x - domain_width/2)**2 / pert_width**2) | ||
) | ||
# interpolate the expression to the function | ||
b0.interpolate(b_b + b_pert) | ||
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p_b = Function(Vp) | ||
boussinesq_hydrostatic_balance(eqns, b_b, p_b) | ||
p0.assign(p_b) | ||
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uinit = (as_vector([wind_initial, 0.0])) | ||
u0.project(uinit) | ||
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# set the background buoyancy | ||
stepper.set_reference_profiles([('p', p_b), ('b', b_b)]) | ||
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# ------------------------------------------------------------------------ # | ||
# Run | ||
# ------------------------------------------------------------------------ # | ||
stepper.run(t=0, tmax=tmax) | ||
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# ---------------------------------------------------------------------------- # | ||
# Initial conditions | ||
# MAIN | ||
# ---------------------------------------------------------------------------- # | ||
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u0 = stepper.fields("u") | ||
b0 = stepper.fields("b") | ||
p0 = stepper.fields("p") | ||
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# spaces | ||
Vb = b0.function_space() | ||
Vp = p0.function_space() | ||
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x, z = SpatialCoordinate(mesh) | ||
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# first setup the background buoyancy profile | ||
# z.grad(bref) = N**2 | ||
N = parameters.N | ||
bref = z*(N**2) | ||
# interpolate the expression to the function | ||
b_b = Function(Vb).interpolate(bref) | ||
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# setup constants | ||
a = 5.0e3 | ||
deltab = 1.0e-2 | ||
b_pert = deltab*sin(pi*z/H)/(1 + (x - L/2)**2/a**2) | ||
# interpolate the expression to the function | ||
b0.interpolate(b_b + b_pert) | ||
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p_b = Function(Vp) | ||
boussinesq_hydrostatic_balance(eqns, b_b, p_b) | ||
p0.assign(p_b) | ||
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uinit = (as_vector([20.0, 0.0])) | ||
u0.project(uinit) | ||
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# set the background buoyancy | ||
stepper.set_reference_profiles([('p', p_b), ('b', b_b)]) | ||
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# ---------------------------------------------------------------------------- # | ||
# Run | ||
# ---------------------------------------------------------------------------- # | ||
stepper.run(t=0, tmax=tmax) | ||
if __name__ == "__main__": | ||
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parser = ArgumentParser( | ||
description=__doc__, | ||
formatter_class=ArgumentDefaultsHelpFormatter | ||
) | ||
parser.add_argument( | ||
'--ncolumns', | ||
help="The number of columns in the vertical slice mesh.", | ||
type=int, | ||
default=skamarock_klemp_compressible_bouss_defaults['ncolumns'] | ||
) | ||
parser.add_argument( | ||
'--nlayers', | ||
help="The number of layers for the mesh.", | ||
type=int, | ||
default=skamarock_klemp_compressible_bouss_defaults['nlayers'] | ||
) | ||
parser.add_argument( | ||
'--dt', | ||
help="The time step in seconds.", | ||
type=float, | ||
default=skamarock_klemp_compressible_bouss_defaults['dt'] | ||
) | ||
parser.add_argument( | ||
"--tmax", | ||
help="The end time for the simulation in seconds.", | ||
type=float, | ||
default=skamarock_klemp_compressible_bouss_defaults['tmax'] | ||
) | ||
parser.add_argument( | ||
'--dumpfreq', | ||
help="The frequency at which to dump field output.", | ||
type=int, | ||
default=skamarock_klemp_compressible_bouss_defaults['dumpfreq'] | ||
) | ||
parser.add_argument( | ||
'--dirname', | ||
help="The name of the directory to write to.", | ||
type=str, | ||
default=skamarock_klemp_compressible_bouss_defaults['dirname'] | ||
) | ||
args, unknown = parser.parse_known_args() | ||
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skamarock_klemp_compressible_bouss(**vars(args)) |
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