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Johannes Markert
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examples/t8code_2d_dgsem/elixir_three_equations_ellitptical_drop.jl
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# The same setup as tree_2d_dgsem/elixir_advection_basic.jl | ||
# to verify the StructuredMesh implementation against TreeMesh | ||
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using OrdinaryDiffEq | ||
using Trixi | ||
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############################################################################### | ||
# semidiscretization of the linear advection equation | ||
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gamma = 1.0 | ||
k0 = 3.2e-5 | ||
rho0 = 1000.0 | ||
# G = 9.81 | ||
G = 0.0 | ||
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equations = ThreeEquations2D(gamma, k0, rho0, G) | ||
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function smootherstep(left, right, x) | ||
# Scale, and clamp x to 0..1 range. | ||
x = clamp((x - left) / (right - left)) | ||
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return x * x * x * (x * (6.0 * x - 15.0) + 10.0) | ||
end | ||
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@inline function clamp(x, lowerlimit = 0.0, upperlimit = 1.0) | ||
if (x < lowerlimit) return lowerlimit end | ||
if (x > upperlimit) return upperlimit end | ||
return x | ||
end | ||
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function initial_condition(x, t, equations::ThreeEquations2D) | ||
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r = Trixi.norm(x) | ||
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width = 0.1 | ||
radius = 1.0 | ||
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s = smootherstep(radius + 0.5*width, radius - 0.5*width, r) | ||
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rho = 1000.0 | ||
v1 = -100.0 * x[1] * s | ||
v2 = 100.0 * x[2] * s | ||
alpha = clamp(s, 1e-3, 1.0) | ||
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# # liquid domain | ||
# if((x[1]^2 + x[2]^2) <= 1) | ||
# rho = 1000.0 | ||
# alpha = 1.0 - 10^(-3) | ||
# v1 = -100.0 * x[1] | ||
# v2 = 100.0 * x[2] | ||
# else | ||
# rho = 1000.0 | ||
# v1 = 0.0 | ||
# v2 = 0.0 | ||
# alpha = 10^(-3) | ||
# end | ||
# phi = x[2] | ||
phi = 0.0 | ||
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# rho = 1000.0 | ||
# v1 = 0.0 | ||
# v2 = 0.0 | ||
# alpha = 1.0 | ||
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return prim2cons(SVector(rho, v1, v2, alpha, phi, 0.0), equations) | ||
end | ||
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# volume_flux = (flux_central, flux_nonconservative_ThreeEquations) | ||
volume_flux = (Trixi.flux_entropy_cons_gamma_one_ThreeEquations, Trixi.flux_non_cons_entropy_cons_gamma_one_ThreeEquations) | ||
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surface_flux = (Trixi.flux_entropy_cons_gamma_one_ThreeEquations, Trixi.flux_non_cons_entropy_cons_gamma_one_ThreeEquations) | ||
# surface_flux = (flux_lax_friedrichs, Trixi.flux_non_cons_entropy_cons_gamma_one_ThreeEquations) | ||
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polydeg = 3 | ||
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basis = LobattoLegendreBasis(polydeg) | ||
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indicator_sc = IndicatorHennemannGassner(equations, basis, | ||
alpha_max=1.0, | ||
alpha_min=0.001, | ||
alpha_smooth=true, | ||
variable=alpha_rho) | ||
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volume_integral = VolumeIntegralShockCapturingHG(indicator_sc; | ||
volume_flux_dg=volume_flux, | ||
volume_flux_fv=surface_flux) | ||
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# volume_integral = VolumeIntegralFluxDifferencing(volume_flux) | ||
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# Create DG solver with polynomial degree = 3 and (local) Lax-Friedrichs/Rusanov flux as surface flux | ||
# solver = DGSEM(basis, surface_flux = surface_flux) | ||
solver = DGSEM(basis, surface_flux, volume_integral) | ||
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coordinates_min = (-3.0, -3.0) # minimum coordinates (min(x), min(y)) | ||
coordinates_max = ( 3.0, 3.0) # maximum coordinates (max(x), max(y)) | ||
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trees_per_dimension = (1, 1) | ||
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initial_refinement_level = 6 | ||
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mesh = P4estMesh(trees_per_dimension, polydeg = polydeg , | ||
coordinates_min = coordinates_min, coordinates_max = coordinates_max, | ||
initial_refinement_level = initial_refinement_level) | ||
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# A semidiscretization collects data structures and functions for the spatial discretization | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition, solver) | ||
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############################################################################### | ||
# ODE solvers, callbacks etc. | ||
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tspan = (0.0, 0.0076) | ||
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# Create ODE problem with time span from 0.0 to 1.0 | ||
ode = semidiscretize(semi, tspan) | ||
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# At the beginning of the main loop, the SummaryCallback prints a summary of the simulation setup | ||
# and resets the timers | ||
summary_callback = SummaryCallback() | ||
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# The SaveSolutionCallback allows to save the solution to a file in regular intervals | ||
save_solution = SaveSolutionCallback(interval = 20, | ||
solution_variables = cons2cons) | ||
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# The AnalysisCallback allows to analyse the solution in regular intervals and prints the results | ||
analysis_callback = AnalysisCallback(semi, interval = 100) | ||
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# The StepsizeCallback handles the re-calculation of the maximum Δt after each time step | ||
stepsize_callback = StepsizeCallback(cfl = 0.5) | ||
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# Create a CallbackSet to collect all callbacks such that they can be passed to the ODE solver | ||
callbacks = CallbackSet(summary_callback, analysis_callback, stepsize_callback, save_solution) | ||
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############################################################################### | ||
# run the simulation | ||
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# OrdinaryDiffEq's `solve` method evolves the solution in time and executes the passed callbacks | ||
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); | ||
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# Print the timer summary | ||
summary_callback() | ||
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# Finalize `T8codeMesh` to make sure MPI related objects in t8code are | ||
# released before `MPI` finalizes. | ||
!isinteractive() && finalize(mesh) |
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