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examples/tree_2d_dgsem/elixir_shallowwater_multilayer_convergence.jl
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using OrdinaryDiffEq | ||
using Trixi | ||
using TrixiShallowWater | ||
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############################################################################### | ||
# Semidiscretization of the multilayer shallow water equations with three layers | ||
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equations = ShallowWaterMultiLayerEquations2D(gravity_constant = 10.0, | ||
rhos = (0.9, 1.0, 1.1)) | ||
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initial_condition = initial_condition_convergence_test | ||
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############################################################################### | ||
# Get the DG approximation space | ||
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volume_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
solver = DGSEM(polydeg = 3, | ||
surface_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal), | ||
volume_integral = VolumeIntegralFluxDifferencing(volume_flux)) | ||
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############################################################################### | ||
# Get the TreeMesh and setup a periodic mesh | ||
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coordinates_min = (0.0, 0.0) | ||
coordinates_max = (sqrt(2.0), sqrt(2.0)) | ||
mesh = TreeMesh(coordinates_min, coordinates_max, | ||
initial_refinement_level = 4, | ||
n_cells_max = 10_000, | ||
periodicity = true) | ||
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# create the semi discretization object | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition, solver, | ||
source_terms = source_terms_convergence_test) | ||
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############################################################################### | ||
# ODE solvers, callbacks etc. | ||
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tspan = (0.0, 1.0) | ||
ode = semidiscretize(semi, tspan) | ||
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summary_callback = SummaryCallback() | ||
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analysis_interval = 500 | ||
analysis_callback = AnalysisCallback(semi, interval = analysis_interval) | ||
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alive_callback = AliveCallback(analysis_interval = analysis_interval) | ||
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save_solution = SaveSolutionCallback(interval = 500, | ||
save_initial_solution = true, | ||
save_final_solution = true) | ||
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callbacks = CallbackSet(summary_callback, analysis_callback, alive_callback, save_solution) | ||
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############################################################################### | ||
# run the simulation | ||
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# use a Runge-Kutta method with automatic (error based) time step size control | ||
sol = solve(ode, RDPK3SpFSAL49(), abstol = 1.0e-8, reltol = 1.0e-8, | ||
save_everystep = false, callback = callbacks); | ||
summary_callback() # print the timer summary |
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examples/tree_2d_dgsem/elixir_shallowwater_multilayer_dam_break.jl
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using OrdinaryDiffEq | ||
using Trixi | ||
using TrixiShallowWater | ||
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############################################################################### | ||
# Semidiscretization of the multilayer shallow water equations for a dam break test with a | ||
# discontinuous bottom topography function to test entropy conservation | ||
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equations = ShallowWaterMultiLayerEquations2D(gravity_constant = 1.0, | ||
rhos = (0.9, 0.95, 1.0)) | ||
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# This academic testcase sets up a discontinuous bottom topography | ||
# function and initial condition to test entropy conservation. | ||
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function initial_condition_dam_break(x, t, equations::ShallowWaterMultiLayerEquations2D) | ||
# Bottom topography | ||
b = 0.3 * exp(-0.5 * ((x[1])^2 + (x[2])^2)) | ||
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if x[1] < 0.0 | ||
H = SVector(1.0, 0.8, 0.6) | ||
else | ||
H = SVector(0.9, 0.7, 0.5) | ||
b += 0.1 | ||
end | ||
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v1 = zero(H) | ||
v2 = zero(H) | ||
return prim2cons(SVector(H..., v1..., v2..., b), | ||
equations) | ||
end | ||
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initial_condition = initial_condition_dam_break | ||
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boundary_condition_constant = BoundaryConditionDirichlet(initial_condition_dam_break) | ||
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############################################################################### | ||
# Get the DG approximation space | ||
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volume_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
surface_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
solver = DGSEM(polydeg = 3, surface_flux = surface_flux, | ||
volume_integral = VolumeIntegralFluxDifferencing(volume_flux)) | ||
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############################################################################### | ||
# Get the TreeMesh and setup a periodic mesh | ||
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coordinates_min = (-1.0, -1.0) | ||
coordinates_max = (1.0, 1.0) | ||
mesh = TreeMesh(coordinates_min, coordinates_max, | ||
initial_refinement_level = 4, | ||
n_cells_max = 10_000, | ||
periodicity = true) | ||
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# Create the semi discretization object | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition, solver) | ||
############################################################################### | ||
# ODE solver | ||
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tspan = (0.0, 2.0) | ||
ode = semidiscretize(semi, tspan) | ||
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############################################################################### | ||
# Callbacks | ||
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summary_callback = SummaryCallback() | ||
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analysis_interval = 500 | ||
analysis_callback = AnalysisCallback(semi, interval = analysis_interval, | ||
save_analysis = false, | ||
extra_analysis_integrals = (energy_total, | ||
energy_kinetic, | ||
energy_internal)) | ||
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alive_callback = AliveCallback(analysis_interval = analysis_interval) | ||
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save_solution = SaveSolutionCallback(interval = 500, | ||
save_initial_solution = true, | ||
save_final_solution = true) | ||
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stepsize_callback = StepsizeCallback(cfl = 1.0) | ||
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callbacks = CallbackSet(summary_callback, analysis_callback, alive_callback, save_solution, | ||
stepsize_callback) | ||
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############################################################################### | ||
# run the simulation | ||
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sol = solve(ode, CarpenterKennedy2N54(williamson_condition = false), | ||
dt = 1.0, # solve needs some value here but it will be overwritten by the stepsize_callback | ||
save_everystep = false, callback = callbacks); | ||
summary_callback() # print the timer summary |
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examples/tree_2d_dgsem/elixir_shallowwater_multilayer_well_balanced.jl
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using OrdinaryDiffEq | ||
using Trixi | ||
using TrixiShallowWater | ||
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############################################################################### | ||
# Semidiscretization of the two-layer shallow water equations with a bottom topography function | ||
# to test well-balancedness | ||
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equations = ShallowWaterMultiLayerEquations2D(gravity_constant = 9.81, H0 = 0.6, | ||
rhos = (0.7, 0.8, 0.9, 1.0)) | ||
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# An initial condition with constant total water height, zero velocities and a bottom topography to | ||
# test well-balancedness | ||
function initial_condition_well_balanced(x, t, equations::ShallowWaterMultiLayerEquations2D) | ||
H = SVector(0.6, 0.55, 0.5, 0.45) | ||
v1 = zero(H) | ||
v2 = zero(H) | ||
b = (((x[1] - 0.5)^2 + (x[2] - 0.5)^2) < 0.04 ? | ||
0.2 * (cos(4 * pi * sqrt((x[1] - 0.5)^2 + (x[2] + | ||
-0.5)^2)) + 1) : 0.0) | ||
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return prim2cons(SVector(H..., v1..., v2..., b), | ||
equations) | ||
end | ||
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initial_condition = initial_condition_well_balanced | ||
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############################################################################### | ||
# Get the DG approximation space | ||
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volume_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
surface_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
solver = DGSEM(polydeg = 3, surface_flux = surface_flux, | ||
volume_integral = VolumeIntegralFluxDifferencing(volume_flux)) | ||
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############################################################################### | ||
# Get the TreeMesh and setup a periodic mesh | ||
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coordinates_min = (0.0, 0.0) | ||
coordinates_max = (1.0, 1.0) | ||
mesh = TreeMesh(coordinates_min, coordinates_max, | ||
initial_refinement_level = 3, | ||
n_cells_max = 10_000, | ||
periodicity = true) | ||
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# Create the semi discretization object | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition, solver) | ||
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############################################################################### | ||
# ODE solver | ||
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tspan = (0.0, 10.0) | ||
ode = semidiscretize(semi, tspan) | ||
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summary_callback = SummaryCallback() | ||
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analysis_interval = 1000 | ||
analysis_callback = AnalysisCallback(semi, interval = analysis_interval, | ||
extra_analysis_integrals = (lake_at_rest_error,)) | ||
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stepsize_callback = StepsizeCallback(cfl = 1.0) | ||
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alive_callback = AliveCallback(analysis_interval = analysis_interval) | ||
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save_solution = SaveSolutionCallback(interval = 1000, | ||
save_initial_solution = true, | ||
save_final_solution = true) | ||
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callbacks = CallbackSet(summary_callback, analysis_callback, alive_callback, save_solution, | ||
stepsize_callback) | ||
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############################################################################### | ||
# run the simulation | ||
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sol = solve(ode, CarpenterKennedy2N54(williamson_condition = false), | ||
dt = 1.0, # solve needs some value here but it will be overwritten by the stepsize_callback | ||
save_everystep = false, callback = callbacks); | ||
summary_callback() # print the timer summary |
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examples/unstructured_2d_dgsem/elixir_shallowwater_multilayer_convergence.jl
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using OrdinaryDiffEq | ||
using Trixi | ||
using TrixiShallowWater | ||
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############################################################################### | ||
# Semidiscretization of the two-layer shallow water equations with a periodic | ||
# bottom topography function (set in the initial conditions) | ||
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equations = ShallowWaterMultiLayerEquations2D(gravity_constant = 10.0, | ||
rhos = (0.9, 1.0, 1.1)) | ||
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initial_condition = initial_condition_convergence_test | ||
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############################################################################### | ||
# Get the DG approximation space | ||
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volume_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
surface_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
solver = DGSEM(polydeg = 8, surface_flux = surface_flux, | ||
volume_integral = VolumeIntegralFluxDifferencing(volume_flux)) | ||
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############################################################################### | ||
# This setup is for the curved, split form convergence test on a periodic domain | ||
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# Get the unstructured quad mesh from a file (downloads the file if not available locally) | ||
mesh_file = Trixi.download("https://gist.githubusercontent.com/andrewwinters5000/8f8cd23df27fcd494553f2a89f3c1ba4/raw/85e3c8d976bbe57ca3d559d653087b0889535295/mesh_alfven_wave_with_twist_and_flip.mesh", | ||
joinpath(@__DIR__, "mesh_alfven_wave_with_twist_and_flip.mesh")) | ||
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mesh = UnstructuredMesh2D(mesh_file, periodicity = true) | ||
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# Create the semidiscretization object | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition, solver, | ||
source_terms = source_terms_convergence_test) | ||
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############################################################################### | ||
# ODE solvers, callbacks etc. | ||
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tspan = (0.0, 1.0) | ||
ode = semidiscretize(semi, tspan) | ||
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summary_callback = SummaryCallback() | ||
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analysis_interval = 500 | ||
analysis_callback = AnalysisCallback(semi, interval = analysis_interval) | ||
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alive_callback = AliveCallback(analysis_interval = analysis_interval) | ||
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save_solution = SaveSolutionCallback(interval = 500, | ||
save_initial_solution = true, | ||
save_final_solution = true) | ||
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callbacks = CallbackSet(summary_callback, analysis_callback, alive_callback, save_solution) | ||
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############################################################################### | ||
# run the simulation | ||
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# use a Runge-Kutta method with automatic (error based) time step size control | ||
sol = solve(ode, RDPK3SpFSAL49(), abstol = 1.0e-8, reltol = 1.0e-8, | ||
save_everystep = false, callback = callbacks); | ||
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summary_callback() # print the timer summary |
97 changes: 97 additions & 0 deletions
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examples/unstructured_2d_dgsem/elixir_shallowwater_multilayer_dam_break.jl
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@@ -0,0 +1,97 @@ | ||
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using OrdinaryDiffEq | ||
using Trixi | ||
using TrixiShallowWater | ||
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############################################################################### | ||
# Semidiscretization of the multilayer shallow water equations for a dam break test with a | ||
# discontinuous bottom topography function to test entropy conservation | ||
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equations = ShallowWaterMultiLayerEquations2D(gravity_constant = 1.0, | ||
rhos = (0.9, 0.95, 1.0)) | ||
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# This academic testcase sets up a discontinuous bottom topography | ||
# function and initial condition to test entropy conservation. | ||
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function initial_condition_dam_break(x, t, equations::ShallowWaterMultiLayerEquations2D) | ||
# Bottom topography | ||
b = 0.3 * exp(-0.5 * ((x[1] - sqrt(2) / 2)^2 + (x[2] - sqrt(2) / 2)^2)) | ||
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if x[1] < sqrt(2) / 2 | ||
H = SVector(1.0, 0.8, 0.6) | ||
else | ||
H = SVector(0.9, 0.7, 0.5) | ||
b += 0.1 | ||
end | ||
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v1 = zero(H) | ||
v2 = zero(H) | ||
return prim2cons(SVector(H..., v1..., v2..., b), | ||
equations) | ||
end | ||
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initial_condition = initial_condition_dam_break | ||
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boundary_condition_constant = BoundaryConditionDirichlet(initial_condition_dam_break) | ||
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############################################################################### | ||
# Get the DG approximation space | ||
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volume_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
surface_flux = (flux_ersing_etal, flux_nonconservative_ersing_etal) | ||
solver = DGSEM(polydeg = 6, surface_flux = surface_flux, | ||
volume_integral = VolumeIntegralFluxDifferencing(volume_flux)) | ||
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############################################################################### | ||
# Get the unstructured quad mesh from a file (downloads the file if not available locally) | ||
mesh_file = Trixi.download("https://gist.githubusercontent.com/andrewwinters5000/8f8cd23df27fcd494553f2a89f3c1ba4/raw/85e3c8d976bbe57ca3d559d653087b0889535295/mesh_alfven_wave_with_twist_and_flip.mesh", | ||
joinpath(@__DIR__, "mesh_alfven_wave_with_twist_and_flip.mesh")) | ||
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mesh = UnstructuredMesh2D(mesh_file, periodicity = false) | ||
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# Boundary conditions | ||
boundary_condition = Dict(:Top => boundary_condition_slip_wall, | ||
:Left => boundary_condition_slip_wall, | ||
:Right => boundary_condition_slip_wall, | ||
:Bottom => boundary_condition_slip_wall) | ||
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# Create the semi discretization object | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition, | ||
solver, boundary_conditions = boundary_condition) | ||
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############################################################################### | ||
# ODE solver | ||
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tspan = (0.0, 0.5) | ||
ode = semidiscretize(semi, tspan) | ||
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############################################################################### | ||
# Callbacks | ||
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summary_callback = SummaryCallback() | ||
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analysis_interval = 500 | ||
analysis_callback = AnalysisCallback(semi, interval = analysis_interval, | ||
save_analysis = false, | ||
extra_analysis_integrals = (energy_total, | ||
energy_kinetic, | ||
energy_internal)) | ||
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alive_callback = AliveCallback(analysis_interval = analysis_interval) | ||
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save_solution = SaveSolutionCallback(interval = 500, | ||
save_initial_solution = true, | ||
save_final_solution = true) | ||
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stepsize_callback = StepsizeCallback(cfl = 1.0) | ||
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callbacks = CallbackSet(summary_callback, analysis_callback, alive_callback, save_solution, | ||
stepsize_callback) | ||
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############################################################################### | ||
# run the simulation | ||
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sol = solve(ode, CarpenterKennedy2N54(williamson_condition = false), | ||
dt = 1.0, # solve needs some value here but it will be overwritten by the stepsize_callback | ||
save_everystep = false, callback = callbacks); | ||
summary_callback() # print the timer summary |
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