# [cig-commits] r20865 - in seismo/2D/SPECFEM2D/trunk: EXAMPLES EXAMPLES/Abel_Brest EXAMPLES/Gmsh_example_MPI EXAMPLES/Gmsh_example_serial EXAMPLES/INDUSTRIAL_FORMAT EXAMPLES/M2_UPPA EXAMPLES/Rayleigh_wave_no_crack EXAMPLES/Rayleigh_wave_with_crack EXAMPLES/Tape2007 EXAMPLES/Tape2007_kernel EXAMPLES/Tromp2005 EXAMPLES/Tromp2005_kernel EXAMPLES/acoustic_poroelastic EXAMPLES/attenuation EXAMPLES/canyon EXAMPLES/fluid_solid/fluid_solid_external_mesh EXAMPLES/fluid_solid/from_2000_Geophysics_paper_flat_ocean_bottom EXAMPLES/fluid_solid/from_2000_Geophysics_paper_sinusoidal_ocean_bottom EXAMPLES/init_plane EXAMPLES/noise_layered/model_0 EXAMPLES/noise_layered/model_1 EXAMPLES/noise_layered/model_2 EXAMPLES/noise_uniform EXAMPLES/salt_dome/Stacey_homogeneous EXAMPLES/salt_dome/Stacey_normal EXAMPLES/semi_infinite_homo doc/USER_MANUAL

xie.zhinan at geodynamics.org xie.zhinan at geodynamics.org
Mon Oct 22 02:04:35 PDT 2012

Author: xie.zhinan
Date: 2012-10-22 02:04:34 -0700 (Mon, 22 Oct 2012)
New Revision: 20865

Modified:
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Abel_Brest/Par_file_Abel_Balanche_bathy_source_solid
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_MPI/Par_file_Gmsh_SqrCircles.in
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_serial/Par_file_Gmsh_SqrCircles.in
seismo/2D/SPECFEM2D/trunk/EXAMPLES/INDUSTRIAL_FORMAT/Par_file
seismo/2D/SPECFEM2D/trunk/EXAMPLES/M2_UPPA/Par_file_M2_UPPA
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_no_crack/Par_file_Rayleigh_2D
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_with_crack/Par_file_Rayleigh_2D
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_132rec_checker
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_onerec
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007_kernel/Par_file_Tape2007_onerec
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005_s100
seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005_kernel/Par_file_Tromp2005
seismo/2D/SPECFEM2D/trunk/EXAMPLES/acoustic_poroelastic/Par_file_acoustic_poroelastic
seismo/2D/SPECFEM2D/trunk/EXAMPLES/attenuation/Par_file_attenuation_2D
seismo/2D/SPECFEM2D/trunk/EXAMPLES/canyon/Par_file_canyon
seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/fluid_solid_external_mesh/Par_file_fluid_solid
seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_flat_ocean_bottom/Par_file_fluid_solid
seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_sinusoidal_ocean_bottom/Par_file_fluid_solid
seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave
seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_for
seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_kernel
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_fair
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_good
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_best
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_fair
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_good
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_fair
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_good
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_1
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_2
seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_3
seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_homogeneous/Par_file
seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_normal/Par_file
seismo/2D/SPECFEM2D/trunk/EXAMPLES/semi_infinite_homo/Par_file_elastic_2D
seismo/2D/SPECFEM2D/trunk/doc/USER_MANUAL/manual_SPECFEM2D.pdf
seismo/2D/SPECFEM2D/trunk/doc/USER_MANUAL/manual_SPECFEM2D.tex
Log:
Use Paul's script to add in Par_file about how to choose time step

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Abel_Brest/Par_file_Abel_Balanche_bathy_source_solid
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Abel_Brest/Par_file_Abel_Balanche_bathy_source_solid	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Abel_Brest/Par_file_Abel_Balanche_bathy_source_solid	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_MPI/Par_file_Gmsh_SqrCircles.in
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_MPI/Par_file_Gmsh_SqrCircles.in	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_MPI/Par_file_Gmsh_SqrCircles.in	2012-10-22 09:04:34 UTC (rev 20865)
@@ -25,7 +25,7 @@

# time step parameters
nt                              = 2400           # total number of time steps
-deltat                          = 5.d-7          # duration of a time step
+deltat                          = 5.d-7          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_serial/Par_file_Gmsh_SqrCircles.in
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_serial/Par_file_Gmsh_SqrCircles.in	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Gmsh_example_serial/Par_file_Gmsh_SqrCircles.in	2012-10-22 09:04:34 UTC (rev 20865)
@@ -25,7 +25,7 @@

# time step parameters
nt                              = 2400           # total number of time steps
-deltat                          = 5.d-7          # duration of a time step
+deltat                          = 5.d-7          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/INDUSTRIAL_FORMAT/Par_file
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/INDUSTRIAL_FORMAT/Par_file	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/INDUSTRIAL_FORMAT/Par_file	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 10000          # total number of time steps
-deltat                          = 5.d-4          # duration of a time step
+deltat                          = 5.d-4          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/M2_UPPA/Par_file_M2_UPPA
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/M2_UPPA/Par_file_M2_UPPA	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/M2_UPPA/Par_file_M2_UPPA	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 1600           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_no_crack/Par_file_Rayleigh_2D
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_no_crack/Par_file_Rayleigh_2D	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_no_crack/Par_file_Rayleigh_2D	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 5000           # total number of time steps
-deltat                          = 3.90625e-3     # duration of a time step
+deltat                          = 3.90625e-3     # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_with_crack/Par_file_Rayleigh_2D
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_with_crack/Par_file_Rayleigh_2D	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Rayleigh_wave_with_crack/Par_file_Rayleigh_2D	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 5000           # total number of time steps
-deltat                          = 3.90625e-3     # duration of a time step
+deltat                          = 3.90625e-3     # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_132rec_checker
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_132rec_checker	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_132rec_checker	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 4800           # total number of time steps
-deltat                          = 6.0d-2         # duration of a time step
+deltat                          = 6.0d-2         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 48.0d0         # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_onerec
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_onerec	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007/Par_file_Tape2007_onerec	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 6.0d-2         # duration of a time step
+deltat                          = 6.0d-2         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 48.0d0         # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007_kernel/Par_file_Tape2007_onerec
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007_kernel/Par_file_Tape2007_onerec	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tape2007_kernel/Par_file_Tape2007_onerec	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 6.0d-2         # duration of a time step
+deltat                          = 6.0d-2         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 2.0d-2         # duration of a time step
+deltat                          = 2.0d-2         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 8.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005_s100
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005_s100	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005/Par_file_Tromp2005_s100	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 2.0d-4         # duration of a time step
+deltat                          = 2.0d-4         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 8.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005_kernel/Par_file_Tromp2005
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005_kernel/Par_file_Tromp2005	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/Tromp2005_kernel/Par_file_Tromp2005	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 2.0d-2         # duration of a time step
+deltat                          = 2.0d-2         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/acoustic_poroelastic/Par_file_acoustic_poroelastic
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/acoustic_poroelastic/Par_file_acoustic_poroelastic	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/acoustic_poroelastic/Par_file_acoustic_poroelastic	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 2500           # total number of time steps
-deltat                          = 4.d-4         # duration of a time step
+deltat                          = 4.d-4         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 2   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/attenuation/Par_file_attenuation_2D
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/attenuation/Par_file_attenuation_2D	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/attenuation/Par_file_attenuation_2D	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 1400           # total number of time steps
-deltat                          = 1e-3         # duration of a time step
+deltat                          = 1e-3         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 2              # 1 = Newmark (2nd order), 2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta), 3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/canyon/Par_file_canyon
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/canyon/Par_file_canyon	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/canyon/Par_file_canyon	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 5000           # total number of time steps
-deltat                          = 2.e-3          # duration of a time step
+deltat                          = 2.e-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/fluid_solid_external_mesh/Par_file_fluid_solid
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/fluid_solid_external_mesh/Par_file_fluid_solid	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/fluid_solid_external_mesh/Par_file_fluid_solid	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 18000           # total number of time steps
-deltat                          = 0.25d-3          # duration of a time step
+deltat                          = 0.25d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_flat_ocean_bottom/Par_file_fluid_solid
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_flat_ocean_bottom/Par_file_fluid_solid	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_flat_ocean_bottom/Par_file_fluid_solid	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 4500           # total number of time steps
-deltat                          = 0.85d-3        # duration of a time step
+deltat                          = 0.85d-3        # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_sinusoidal_ocean_bottom/Par_file_fluid_solid
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_sinusoidal_ocean_bottom/Par_file_fluid_solid	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/fluid_solid/from_2000_Geophysics_paper_sinusoidal_ocean_bottom/Par_file_fluid_solid	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 2000           # total number of time steps
-deltat                          = 0.7d-3        # duration of a time step
+deltat                          = 0.7d-3        # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 2   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 6000           # total number of time steps
-deltat                          = 0.01        # duration of a time step
+deltat                          = 0.01        # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_for
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_for	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_for	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 6000           # total number of time steps
-deltat                          = 0.01        # duration of a time step
+deltat                          = 0.01        # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_kernel
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_kernel	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/init_plane/Par_file_Slave_kernel	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 6000           # total number of time steps
-deltat                          = 0.01        # duration of a time step
+deltat                          = 0.01        # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_fair
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_fair	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_fair	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_good
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_good	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_0/Par_file_good	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_best
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_best	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_best	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_fair
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_fair	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_fair	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_good
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_good	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_1/Par_file_good	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_fair
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_fair	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_fair	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_good
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_good	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_layered/model_2/Par_file_good	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 1.d-3          # duration of a time step
+deltat                          = 1.d-3          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_1
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_1	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_1	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 4.d-2          # duration of a time step
+deltat                          = 4.d-2          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_2
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_2	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_2	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 4.d-2          # duration of a time step
+deltat                          = 4.d-2          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_3
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_3	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/noise_uniform/Par_file_noise_3	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 3000           # total number of time steps
-deltat                          = 4.d-2          # duration of a time step
+deltat                          = 4.d-2          # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1   # 1 = Newmark (2nd order),     2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta),     3 = classical 4th-order 4-stage Runge-Kutta

===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/process_DATA_Par_files_to_update_their_format_when_new_parameters_are_added.py	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/process_DATA_Par_files_to_update_their_format_when_new_parameters_are_added.py	2012-10-22 09:04:34 UTC (rev 20865)
@@ -444,6 +444,33 @@
print 'xxxxx------> '+fic+' processed to r20561'
return
#------------------------------------------------------------------------------
+def ProcessParfile_r20859(fic):
+    # Open the file and get all lines from Par_file
+
+    # Test if already processed
+    for lig in ligs:
+        if lig.endswith('section 4.5 of the user manual)\n'):
+            print '----> '+fic+' already processed to r20859'
+            return
+    #--------------------------------------------------------------------------
+    #
+    for ilg, lig in enumerate(ligs):
+        if lig.startswith('deltat'):
+            ligs[ilg] = ligs[ilg].replace('# duration of a time step','#'+ \
+            ' duration of a time step (for the choice of deltat please refer'+ \
+            ' to section 4.5 of the user manual)')
+    #
+    move(fic,fic+'.before_update_to_r20859')
+    #
+    fm = open(fic,'w')
+    fm.writelines(ligs)
+    fm.close()
+    #
+    print 'xxxxx------> '+fic+' processed to r20859'
+    return
+#------------------------------------------------------------------------------
if __name__=='__main__':
## List of all files of current directory
Fichiers=[]
@@ -468,6 +495,7 @@
ProcessParfile_r20307(fic)
ProcessParfile_r20359(fic)
ProcessParfile_r20561(fic)
+                    ProcessParfile_r20859(fic)
print '~'*80
#
print 'Number of Par_file analysed : ', Ct_Par_file

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_homogeneous/Par_file
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_homogeneous/Par_file	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_homogeneous/Par_file	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 10000           # total number of time steps
-deltat                          = 4.25e-4         # duration of a time step
+deltat                          = 4.25e-4         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1              # 1 = Newmark (2nd order), 2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta), 3 = classical RK4 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_normal/Par_file
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_normal/Par_file	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/salt_dome/Stacey_normal/Par_file	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 10000           # total number of time steps
-deltat                          = 4.25e-4         # duration of a time step
+deltat                          = 4.25e-4         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.0d0          # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1              # 1 = Newmark (2nd order), 2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta), 3 = classical RK4 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/EXAMPLES/semi_infinite_homo/Par_file_elastic_2D
===================================================================
--- seismo/2D/SPECFEM2D/trunk/EXAMPLES/semi_infinite_homo/Par_file_elastic_2D	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/EXAMPLES/semi_infinite_homo/Par_file_elastic_2D	2012-10-22 09:04:34 UTC (rev 20865)
@@ -24,7 +24,7 @@

# time step parameters
nt                              = 15000           # total number of time steps
-deltat                          = 0.8e-3         # duration of a time step
+deltat                          = 0.8e-3         # duration of a time step (for the choice of deltat please refer to section 4.5 of the user manual)
USER_T0                         = 0.15d0         # use this t0 as earliest starting time rather than the automatically calculated one
time_stepping_scheme            = 1              # 1 = Newmark (2nd order), 2 = LDDRK4-6 (4th-order 6-stage low storage Runge-Kutta), 3 = classical 4th-order 4-stage Runge-Kutta

Modified: seismo/2D/SPECFEM2D/trunk/doc/USER_MANUAL/manual_SPECFEM2D.pdf
===================================================================
--- seismo/2D/SPECFEM2D/trunk/doc/USER_MANUAL/manual_SPECFEM2D.pdf	2012-10-21 21:14:24 UTC (rev 20864)
+++ seismo/2D/SPECFEM2D/trunk/doc/USER_MANUAL/manual_SPECFEM2D.pdf	2012-10-22 09:04:34 UTC (rev 20865)
@@ -4749,10 +4749,9 @@
/Filter /FlateDecode
>>
stream
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-b )Ü×óÐæüH>Ì
-’…xiá},âeÏ
+xÚuPMkƒ@½û+ö¨P';³;UiªBÒ×^šlb@(
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09:04:34 UTC (rev 20865) @@ -864,8 +864,8 @@ and another is classical 4th-order 4-stage Runge-Kutta method. Unfortunately the last two methods are not implemented for simulation with poro-elastic material. According to results of paper \cite{DeSe10} and \cite{bbb_rk4}, with different degree(degree=NGLLX-1) of GLL basis funtions the CFL bounds are given in following tables. You can directly compared that with the value given behind sentence$'$Max stability for P wave velocity$'$in file -\texttt{output\_solve.txt} to see whether you set the correct deltat in \texttt{Par\_file} or not. For elastic simulation, remembering that the -CFL value given in \texttt{output\_solve.txt} do not consider the ratio of Vp/Vs . And the CFL bound slight decreases with increased Vp/Vs. For viscoelastic simulation, +\texttt{output\_solver.txt} to see whether you set the correct deltat in \texttt{Par\_file} or not. For elastic simulation, remembering that the +CFL value given in \texttt{output\_solver.txt} do not consider the ratio of Vp/Vs . And the CFL bound slight decreases with increased Vp/Vs. For viscoelastic simulation, the CFL bound condition do not change, since we use the rational approximation of const Q, which has no attenuation effect on zero frequency wave. Additionally, if you use CPML(implemented with Newmark and LDDRK46 method) in simulation, the CFL condition decrease to approximately$95\%$for Newmark and$85\%\$ for LDDRK46.
`