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using OrdinaryDiffEq | ||
using Trixi | ||
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############################################################################### | ||
# Most basic p4est mesh view setup where the entire domain | ||
# is part of the single mesh view. | ||
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advection_velocity = (0.2, -0.7) | ||
equations = LinearScalarAdvectionEquation2D(advection_velocity) | ||
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# Create DG solver with polynomial degree = 3 and (local) Lax-Friedrichs/Rusanov flux as surface flux | ||
solver = DGSEM(polydeg = 3, surface_flux = flux_lax_friedrichs) | ||
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coordinates_min = (-1.0, -1.0) # minimum coordinates (min(x), min(y)) | ||
coordinates_max = (1.0, 1.0) # maximum coordinates (max(x), max(y)) | ||
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trees_per_dimension = (8, 8) | ||
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# Create parent P4estMesh with 8 x 8 trees and 8 x 8 elements | ||
parent_mesh = P4estMesh(trees_per_dimension, polydeg = 3, | ||
coordinates_min = coordinates_min, | ||
coordinates_max = coordinates_max, | ||
initial_refinement_level = 0) | ||
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# Define the mesh view covering the whole parent mesh. | ||
cell_ids = Vector(1:prod(trees_per_dimension)) | ||
mesh = P4estMeshView(parent_mesh, cell_ids) | ||
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# A semidiscretization collects data structures and functions for the spatial discretization | ||
semi = SemidiscretizationHyperbolic(mesh, equations, initial_condition_convergence_test, | ||
solver) | ||
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############################################################################### | ||
# ODE solvers, callbacks etc. | ||
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# Create ODE problem with time span from 0.0 to 1.0 | ||
ode = semidiscretize(semi, (0.0, 1.0)) | ||
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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 AnalysisCallback allows to analyse the solution in regular intervals and prints the results | ||
analysis_callback = AnalysisCallback(semi, interval = 100) | ||
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# The SaveSolutionCallback allows to save the solution to a file in regular intervals | ||
save_solution = SaveSolutionCallback(interval = 100, | ||
solution_variables = cons2prim) | ||
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# The StepsizeCallback handles the re-calculation of the maximum Δt after each time step | ||
stepsize_callback = StepsizeCallback(cfl = 1.6) | ||
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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, save_solution, stepsize_callback) | ||
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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() |