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Commit 6ad4f460 authored by David Seus's avatar David Seus
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starte testrechnung

parent 05c1e73f
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......@@ -38,19 +38,19 @@ resolutions = {
############ GRID #######################
# mesh_resolution = 20
timestep_size = 0.001
number_of_timesteps = 1200
plot_timestep_every = 5
timestep_size = 0.0001
number_of_timesteps = 20
plot_timestep_every = 1
# decide how many timesteps you want analysed. Analysed means, that we write out
# subsequent errors of the L-iteration within the timestep.
number_of_timesteps_to_analyse = 6
number_of_timesteps_to_analyse = 0
starttimes = [0.0]
Lw = 10 #/timestep_size
Lw = 5 #/timestep_size
Lnw=Lw
lambda_w = 4
lambda_nw = 4
lambda_w = 40
lambda_nw = 40
include_gravity = True
debugflag = True
......@@ -368,9 +368,9 @@ x, y = sym.symbols('x[0], x[1]') # needed by UFL
t = sym.symbols('t', positive=True)
p_e_sym = {
1: {'wetting': (-5.0 - (1.0 + t*t)*(1.0 + x*x + y*y))}, #*(1-x)**2*(1+x)**2*(1-y)**2},
2: {'wetting': (-5.0 - (1.0 + t*t)*(1.0 + x*x)), #*(1-x)**2*(1+x)**2*(1+y)**2,
'nonwetting': (-1-t*(1.1+y + x**2))*y**3}, #*(1-x)**2*(1+x)**2*(1+y)**2},
1: {'wetting': (-7.0 - (1.0 + t*t)*(1.0 + x*x + y*y))}, #*(1-x)**2*(1+x)**2*(1-y)**2},
2: {'wetting': (-7.0 - (1.0 + t*t)*(1.0 + x*x)), #*(1-x)**2*(1+x)**2*(1+y)**2,
'nonwetting': (-1-t*(1.1+y + x**2))*y**2}, #*(1-x)**2*(1+x)**2*(1+y)**2},
} #-y*y*(sym.sin(-2*t+2*x)*sym.sin(1/2*y-1.2*t)) - t*t*x*(0.5-y)*y*(1-x)
......
......@@ -27,7 +27,7 @@ datestr = date.strftime("%Y-%m-%d")
# init sympy session
sym.init_printing()
# solver_tol = 6E-7
use_case = "TP-TP-layered-soil-realistic-pure-DD"
use_case = "TP-TP-layered-soil-with-inner-patch-realistic-pure-DD"
max_iter_num = 1000
FEM_Lagrange_degree = 1
mesh_study = False
......@@ -37,29 +37,29 @@ resolutions = {
# 4: 1e-6, # h=0.5590
# 8: 1e-6, # h=0.2814
# 16: 5e-7, # h=0.1412
# 32: 4e-7, # h=0.0706
64: 1e-6,
32: 7e-7, # h=0.0706
# 64: 1e-6,
# 128: 5e-7
}
############ GRID #######################
# mesh_resolution = 20
timestep_size = 0.001
number_of_timesteps = 1100
timestep_size = 0.00001
number_of_timesteps = 20
plot_timestep_every = 5
# decide how many timesteps you want analysed. Analysed means, that we write out
# subsequent errors of the L-iteration within the timestep.
number_of_timesteps_to_analyse = 10
starttime = 0.0
Lw = 0.025 #/timestep_size
Lw = 0.5 #/timestep_size
Lnw=Lw
lambda_w = 20
lambda_nw = 20
lambda_w = 400
lambda_nw = 400
include_gravity = False
debugflag = False
include_gravity = True
debugflag = True
analyse_condition = True
if mesh_study:
......
......@@ -18,7 +18,7 @@ datestr = date.strftime("%Y-%m-%d")
# init sympy session
sym.init_printing()
# solver_tol = 6E-7
use_case = "TP-TP-layered-soil-realistic-model-change-at-interface12"
use_case = "TP-TP-4-patch-nonwetting-zero"
max_iter_num = 1000
FEM_Lagrange_degree = 1
mesh_study = False
......
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