source: trunk/anuga_core/source/anuga/config.py @ 9459

Last change on this file since 9459 was 9265, checked in by steve, 10 years ago

Moving checkpoint.py to shallow_water

File size: 10.6 KB
Line 
1"""Module where global ANUGA model parameters and default values are set
2"""
3
4import os
5import sys
6
7
8################################################################################
9# Numerical constants
10################################################################################
11
12epsilon = 1.0e-12                    # Smallest number - used for safe division
13max_float = 1.0e36                   # Largest number - used to initialise
14                                     # (max, min) ranges
15default_smoothing_parameter = 0.001  # Default alpha for penalised
16                                     # least squares fitting
17single_precision = 1.0e-6            # Smallest single precision number
18velocity_protection = 1.0e-6         # Used to compute velocity from momentum
19                                     # See section 7.4 on Flux limiting
20                                     # in the user manual
21                           
22
23################################################################################
24# Standard filenames, directories and system parameters used by ANUGA
25################################################################################
26
27pmesh_filename = '.\\pmesh'
28version_filename = 'stored_version_info.py'
29default_datadir = '.'
30time_format = '%d/%m/%y %H:%M:%S'    # Used with timefile2netcdf
31umask = 002  # Controls file and directory permission created by anuga (UNIX)
32default_boundary_tag = 'exterior' 
33
34# Major revision number for use with create_distribution
35# and update_anuga_user_guide
36major_revision = '1.3.1'
37
38################################################################################
39# Physical constants
40################################################################################
41
42manning = 0.03  # Manning's friction coefficient
43#g = 9.80665    # Gravity - FIXME reinstate this and fix unit tests.
44g = 9.8
45#g(phi) = 9780313 * (1 + 0.0053024 sin(phi)**2 - 0.000 0059 sin(2*phi)**2)
46# micro m/s**2, where phi is the latitude
47#The 'official' average is 9.80665
48
49eta_w = 3.0e-3 # Wind stress coefficient
50rho_a = 1.2e-3 # Atmospheric density
51rho_w = 1023   # Fluid density [kg/m^3] (rho_w = 1023 for salt water)
52
53################################################################################
54# Limiters - used with linear reconstruction of vertex
55# values from centroid values
56################################################################################
57# Note the individual beta values are set in domain.set_flow_method which also sets
58# the timestepping method
59
60beta_w = 1.0
61
62# Alpha_balance controls how limiters are balanced between deep and shallow.
63# A large value will favour the deep water limiters, allowing the a closer hug
64# to the coastline.  This will minimise 'creep' but at the same time cause
65# smaller time steps
66# Range:
67alpha_balance = 2.0 
68
69# Flag use of new limiters.
70# tight_slope_limiters = 0 means use old limiters (e.g. for some tests)
71# tight_slope_limiters = 1 means use new limiters that hug the bathymetry closer
72tight_slope_limiters = True
73
74use_edge_limiter = False    # The edge limiter is better, but most runs have been
75                            # using vertex limiting. Validations passed with this
76                            # one True 9th May 2008, but many unit tests need
77                            # backward compatibility flag set FIXME(Ole).
78
79# Use centroid velocities to reconstruct momentum at vertices in
80# very shallow water
81# This option has a first order flavour to it, but we still have second order
82# reconstruction of stage and this option only applies in
83# balance_deep_and_shallow when
84# alpha < 1 so in deeper water the full second order scheme is used.
85#
86# This option is good with tight_slope_limiters, especially for large domains.
87use_centroid_velocities = True
88       
89# FIXME (Ole) Maybe get rid of order altogether and use beta_w
90default_order = 2
91
92# Option to use velocity extrapolation instead of momentum extrapolation in the
93# routine domain.extrapolate_second_order_sw
94extrapolate_velocity_second_order=True
95
96# Option to setup compute_fluxes_method
97# Currently "original' and 'wb_1' to 'wb_3' and 'tsunami'
98compute_fluxes_method = 'wb_2'
99
100# Option to setup distribute_to_vertices_and_edges_method
101# Currently "original' and 'tsunami'
102distribute_to_vertices_and_edges_method = 'original'
103
104################################################################################
105# Friction Method
106################################################################################
107
108sloped_mannings_function = False
109
110################################################################################
111# Timestepping
112################################################################################
113
114CFL = 1.0  # CFL condition assigned to domain.CFL - controls timestep size
115     
116# Choose type of timestepping and spatial reconstruction method
117
118timestepping_method = 1
119
120# For shallow water we have a method that sets both timestepping and spatial reconstruction and
121# beta values. In this case the settings for timestepping_method will be overriden
122
123#flow_algorithm = '1_0'    # 1st order euler and conservative piecewise constant spatial reconstruction
124flow_algorithm = '1_5'  # 1st order euler and conservative piecewise linear spatial reconstruction
125#flow_algorithm = '1_75' # 1st order euler and more aggressive piecewise linear spatial reconstruction
126#flow_algorithm = '2_0'    # 2nd order TVD scheme and more aggressive piecewise linear spatial reconstruction
127#flow_algorithm = '2.5'  # 3rd order TVD scheme and more aggressive piecewise linear spatial reconstruction
128#flow_algorithm = 'tsunami' # 2nd order space and time, well balanced inc at wet-dry fronts, porosity-type alg
129#flow_algorithm = 'DE0' # 1st order time 2nd order space, discontinuous elevation, well balanced + better shallow flows than 'tsunami'
130#flow_algorithm = 'DE1' # 2nd order space and time, discontinuous elevation, well balanced + better shallow flows than 'tsunami'
131
132
133
134# rk2 is a little more stable than euler, so rk2 timestepping
135# can deal with a larger beta when slope limiting the reconstructed
136# solution. The large beta is needed if solving problems sensitive
137# to numerical diffusion, like a small forced wave in an ocean
138beta_euler = 1.0
139beta_rk2   = 1.6
140
141# Option to search for signatures where isolated triangles are
142# responsible for a small global timestep.
143# Treating these by limiting their momenta may help speed up the
144# overall computation.
145# This facility is experimental.
146# protect_against_isolated_degenerate_timesteps = False
147protect_against_isolated_degenerate_timesteps = False
148
149min_timestep = 1.0e-6 # Minimal timestep accepted in ANUGA
150max_timestep = 1.0e+3
151max_smallsteps = 50   # Max number of degenerate steps allowed b4
152                      # trying first order
153
154# Perhaps minimal timestep could be based on the geometry as follows:
155# Define maximal possible speed in open water v_max, e.g. 500m/s (soundspeed?)
156# Then work out minimal internal distance in mesh r_min and set
157# min_timestep = r_min/v_max
158#
159# Max speeds are calculated in the flux function as
160#
161# lambda = v +/- sqrt(gh)
162#
163# so with 500 m/s, h ~ 500^2/g = 2500 m well out of the domain of the
164# shallow water wave equation
165#
166# The actual soundspeed can be as high as 1530m/s
167# (see http://staff.washington.edu/aganse/public.projects/
168#            clustering/clustering.html),
169# but that would only happen with h>225000m in this equation. Why ?
170# The maximal speed we specify is really related to the max speed
171# of surface pertubation
172#
173# v_max = 100 #For use in domain_ext.c
174# sound_speed = 500
175
176################################################################################
177# Ranges specific to the shallow water wave equation
178# These control maximal and minimal values of quantities
179################################################################################
180
181# Water depth below which it is considered to be 0 in the model
182minimum_allowed_height = 1.0e-05 
183
184# Water depth below which it is *stored* as 0
185minimum_storable_height = 1.0e-03
186
187# FIXME (Ole): Redefine this parameter to control maximal speeds in general
188# and associate it with protect_against_isolated_degenerate_timesteps = True
189maximum_allowed_speed = 0.0 # Maximal particle speed of water
190#maximum_allowed_speed = 1.0 # Maximal particle speed of water
191                             # Too large (100) creates 'flopping' water
192                             # Too small (0) creates 'creep'
193
194maximum_froude_number = 100.0 # To be used in limiters.
195
196################################################################################
197# Performance parameters used to invoke various optimisations
198################################################################################
199
200use_psyco = False      # Use psyco optimisations
201
202optimise_dry_cells = True # Exclude dry and still cells from flux computation
203optimised_gradient_limiter = True # Use hardwired gradient limiter
204
205points_file_block_line_size = 5e7 # Number of lines read in from a points file
206                                  # when blocking
207
208################################################################################
209# NetCDF-specific type constants.  Used when defining NetCDF file variables.
210################################################################################
211
212netcdf_char = 'c'
213netcdf_byte = 'b'
214netcdf_int = 'i'
215netcdf_float = 'd'
216netcdf_float64 = 'd'
217netcdf_float32 = 'f'
218
219################################################################################
220# Dynamically-defined constants.
221################################################################################
222
223# Determine if we can read/write large NetCDF files
224netcdf_mode_w = 'w'
225netcdf_mode_a = 'a'
226netcdf_mode_r = 'r'
227
228
229indent = '    '
230
231# Code to set the write mode depending on
232# whether Scientific.IO supports large NetCDF files
233s = """
234import os, tempfile
235from anuga.file.netcdf import NetCDFFile
236
237filename = tempfile.mktemp('.nc')
238
239fid = NetCDFFile(filename, 'wl')
240fid.close()
241os.remove(filename)
242"""
243
244"""
245# Need to run in a separate process due an
246# error with older versions of Scientific.IO
247if sys.platform == 'win32':
248    null = 'NUL'
249else:
250    null = '/dev/null'
251cmd = 'python -c "%s" 2> %s' % (s, null)
252err = os.system(cmd)
253
254if err != 0:
255    # The Python script s failed e.g. with a segfault
256    # which means that large file support is
257    # definitely not supported
258    pass
259else:   
260    # Try the import within this process
261    try:
262        exec(s)
263    except IOError:
264        # NetCDFFile does not segfault but it does not
265        # support large file support   
266        pass
267    else:
268        # Set the default mode to large file support
269        #netcdf_mode_w = 'w4' # Future use of HDF5       
270        netcdf_mode_w = 'wl' # Large NetCDF (new default 30/6/2009)
271        #netcdf_mode_w = 'w'   # Old style NetCDF used by OSG viewer
272
273"""
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