本文整理汇总了Python中anuga.shallow_water.shallow_water_domain.Domain.set_minimum_storable_height方法的典型用法代码示例。如果您正苦于以下问题:Python Domain.set_minimum_storable_height方法的具体用法?Python Domain.set_minimum_storable_height怎么用?Python Domain.set_minimum_storable_height使用的例子?那么, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在类anuga.shallow_water.shallow_water_domain.Domain
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在下文中一共展示了Domain.set_minimum_storable_height方法的3个代码示例,这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞,您的评价将有助于系统推荐出更棒的Python代码示例。
示例1: test_get_flow_through_cross_section_stored_uniquely
# 需要导入模块: from anuga.shallow_water.shallow_water_domain import Domain [as 别名]
# 或者: from anuga.shallow_water.shallow_water_domain.Domain import set_minimum_storable_height [as 别名]
def test_get_flow_through_cross_section_stored_uniquely(self):
"""test_get_flow_through_cross_section_stored_uniquely(self):
Test that the total flow through a cross section can be
correctly obtained from an sww file.
This test creates a flat bed with a known flow through it and tests
that the function correctly returns the expected flow.
The specifics are
u = 2 m/s
h = 1 m
w = 3 m (width of channel)
q = u*h*w = 6 m^3/s
"""
import time, os
from anuga.file.netcdf import NetCDFFile
# Setup
#from anuga.abstract_2d_finite_volumes.mesh_factory import rectangular
# Create basic mesh (20m x 3m)
width = 3
length = 20
t_end = 3
points, vertices, boundary = rectangular(length, width,
length, width)
# Create shallow water domain
domain = Domain(points, vertices, boundary)
domain.default_order = 2
domain.set_minimum_storable_height(0.01)
domain.set_name('flowtest_uniquely')
swwfile = domain.get_name() + '.sww'
domain.set_store_vertices_uniquely()
domain.set_datadir('.')
domain.format = 'sww'
domain.smooth = True
h = 1.0
u = 2.0
uh = u*h
Br = Reflective_boundary(domain) # Side walls
Bd = Dirichlet_boundary([h, uh, 0]) # 2 m/s across the 3 m inlet:
domain.set_quantity('elevation', 0.0)
domain.set_quantity('stage', h)
domain.set_quantity('xmomentum', uh)
domain.set_boundary( {'left': Bd, 'right': Bd, 'top': Br, 'bottom': Br})
for t in domain.evolve(yieldstep=1, finaltime = t_end):
pass
# Check that momentum is as it should be in the interior
I = [[0, width/2.],
[length/2., width/2.],
[length, width/2.]]
f = file_function(swwfile,
quantities=['stage', 'xmomentum', 'ymomentum'],
interpolation_points=I,
verbose=False)
for t in range(t_end+1):
for i in range(3):
assert num.allclose(f(t, i), [1, 2, 0], atol=1.0e-6)
# Check flows through the middle
for i in range(5):
x = length/2. + i*0.23674563 # Arbitrary
cross_section = [[x, 0], [x, width]]
time, Q = get_flow_through_cross_section(swwfile,
cross_section,
verbose=False)
assert num.allclose(Q, uh*width)
# Try the same with partial lines
x = length/2.
for i in range(5):
start_point = [length/2., i*width/5.]
#print start_point
cross_section = [start_point, [length/2., width]]
time, Q = get_flow_through_cross_section(swwfile,
cross_section,
verbose=False)
#.........这里部分代码省略.........
示例2: test_get_energy_through_cross_section
# 需要导入模块: from anuga.shallow_water.shallow_water_domain import Domain [as 别名]
# 或者: from anuga.shallow_water.shallow_water_domain.Domain import set_minimum_storable_height [as 别名]
def test_get_energy_through_cross_section(self):
"""test_get_energy_through_cross_section(self):
Test that the specific and total energy through a cross section can be
correctly obtained from an sww file.
This test creates a flat bed with a known flow through it and tests
that the function correctly returns the expected energies.
The specifics are
u = 2 m/s
h = 1 m
w = 3 m (width of channel)
q = u*h*w = 6 m^3/s
Es = h + 0.5*v*v/g # Specific energy head [m]
Et = w + 0.5*v*v/g # Total energy head [m]
This test uses georeferencing
"""
import time, os
from anuga.file.netcdf import NetCDFFile
# Setup
#from anuga.abstract_2d_finite_volumes.mesh_factory import rectangular
# Create basic mesh (20m x 3m)
width = 3
length = 20
t_end = 1
points, vertices, boundary = rectangular(length, width,
length, width)
# Create shallow water domain
domain = Domain(points, vertices, boundary,
geo_reference = Geo_reference(56,308500,6189000))
domain.default_order = 2
domain.set_minimum_storable_height(0.01)
domain.set_name('flowtest')
swwfile = domain.get_name() + '.sww'
domain.set_datadir('.')
domain.format = 'sww'
domain.smooth = True
e = -1.0
w = 1.0
h = w-e
u = 2.0
uh = u*h
Br = Reflective_boundary(domain) # Side walls
Bd = Dirichlet_boundary([w, uh, 0]) # 2 m/s across the 3 m inlet:
domain.set_quantity('elevation', e)
domain.set_quantity('stage', w)
domain.set_quantity('xmomentum', uh)
domain.set_boundary( {'left': Bd, 'right': Bd, 'top': Br, 'bottom': Br})
for t in domain.evolve(yieldstep=1, finaltime = t_end):
pass
# Check that momentum is as it should be in the interior
I = [[0, width/2.],
[length/2., width/2.],
[length, width/2.]]
I = domain.geo_reference.get_absolute(I)
f = file_function(swwfile,
quantities=['stage', 'xmomentum', 'ymomentum'],
interpolation_points=I,
verbose=False)
for t in range(t_end+1):
for i in range(3):
#print i, t, f(t, i)
assert num.allclose(f(t, i), [w, uh, 0], atol=1.0e-6)
# Check energies through the middle
for i in range(5):
x = length/2. + i*0.23674563 # Arbitrary
cross_section = [[x, 0], [x, width]]
cross_section = domain.geo_reference.get_absolute(cross_section)
time, Es = get_energy_through_cross_section(swwfile,
cross_section,
kind='specific',
verbose=False)
assert num.allclose(Es, h + 0.5*u*u/g)
time, Et = get_energy_through_cross_section(swwfile,
#.........这里部分代码省略.........
示例3: test_get_maximum_inundation_de0
# 需要导入模块: from anuga.shallow_water.shallow_water_domain import Domain [as 别名]
# 或者: from anuga.shallow_water.shallow_water_domain.Domain import set_minimum_storable_height [as 别名]
def test_get_maximum_inundation_de0(self):
"""Test that sww information can be converted correctly to maximum
runup elevation and location (without and with georeferencing)
This test creates a slope and a runup which is maximal (~11m) at around 10s
and levels out to the boundary condition (1m) at about 30s.
"""
import time, os
from anuga.file.netcdf import NetCDFFile
#Setup
#from anuga.abstract_2d_finite_volumes.mesh_factory import rectangular
# Create basic mesh (100m x 100m)
points, vertices, boundary = rectangular(20, 5, 100, 50)
# Create shallow water domain
domain = Domain(points, vertices, boundary)
domain.default_order = 2
domain.set_minimum_storable_height(0.01)
filename = 'runup_test_3'
domain.set_name(filename)
swwfile = domain.get_name() + '.sww'
domain.set_datadir('.')
domain.format = 'sww'
domain.smooth = True
# FIXME (Ole): Backwards compatibility
# Look at sww file and see what happens when
# domain.tight_slope_limiters = 1
domain.tight_slope_limiters = 0
domain.use_centroid_velocities = 0 # Backwards compatibility (7/5/8)
Br = Reflective_boundary(domain)
Bd = Dirichlet_boundary([1.0,0,0])
#---------- First run without geo referencing
domain.set_quantity('elevation', lambda x,y: -0.2*x + 14) # Slope
domain.set_quantity('stage', -6)
domain.set_boundary( {'left': Br, 'right': Bd, 'top': Br, 'bottom': Br})
for t in domain.evolve(yieldstep=1, finaltime = 50):
pass
# Check maximal runup
runup = get_maximum_inundation_elevation(swwfile)
location = get_maximum_inundation_location(swwfile)
#print 'Runup, location', runup, location
assert num.allclose(runup, 4.66666666667)
assert num.allclose(location[0], 46.666668)
# Check final runup
runup = get_maximum_inundation_elevation(swwfile, time_interval=[45,50])
location = get_maximum_inundation_location(swwfile, time_interval=[45,50])
#print 'Runup, location:',runup, location
assert num.allclose(runup, 3.81481488546)
assert num.allclose(location[0], 51.666668)
# Check runup restricted to a polygon
p = [[50,1], [99,1], [99,49], [50,49]]
runup = get_maximum_inundation_elevation(swwfile, polygon=p)
location = get_maximum_inundation_location(swwfile, polygon=p)
#print runup, location
assert num.allclose(runup, 3.81481488546)
assert num.allclose(location[0], 51.6666666)
# Check that mimimum_storable_height works
fid = NetCDFFile(swwfile, netcdf_mode_r) # Open existing file
stage = fid.variables['stage_c'][:]
z = fid.variables['elevation_c'][:]
xmomentum = fid.variables['xmomentum_c'][:]
ymomentum = fid.variables['ymomentum_c'][:]
for i in range(stage.shape[0]):
h = stage[i]-z # depth vector at time step i
# Check every node location
for j in range(stage.shape[1]):
# Depth being either exactly zero implies
# momentum being zero.
# Or else depth must be greater than or equal to
# the minimal storable height
if h[j] == 0.0:
assert xmomentum[i,j] == 0.0
assert ymomentum[i,j] == 0.0
else:
assert h[j] >= 0.0
fid.close()
#.........这里部分代码省略.........