def Create_culvert_bridge_Operator(domain, culvert_bridge_file):
"""This script reads in culvert and bridge data files
and populates Operator parameters.
"""
#print culvert_bridge_file
globals = {}
locals = {}
execfile(culvert_bridge_file, globals, locals)
#print locals
#if 'height' and 'z1' and 'z2' in locals:
if 'z1' and 'z2' in locals:
culvert = Weir_orifice_trapezoid_operator(domain, **locals)
elif 'diameter' in locals:
culvert = Boyd_pipe_operator(domain, **locals)
elif 'height' in locals:
culvert = Boyd_box_operator(domain, **locals)
else:
raise Exception, 'Cant create culvert'
domain.set_quantity('stage',
expression='elevation') # Dry initial condition
else:
domain = None
domain = distribute(domain, verbose=True)
#domain.set_store_vertices_uniquely(False)
gate = Boyd_box_operator(domain,
end_points=[[9.0, 2.5], [13.0, 2.5]],
losses=1.5,
width=1.5,
height=0.0001,
apron=5.0,
use_momentum_jet=True,
use_velocity_head=False,
manning=0.013,
verbose=False)
# Close the gate
if gate is not None:
gate.set_culvert_height(0.0)
line = [[0.0, 5.0], [0.0, 10.0]]
Q = 1.0
in0 = Inlet_operator(domain, line, Q)
##-----------------------------------------------------------------------
## Setup boundary conditions
def run_simulation(parallel = False, control_data = None, test_points = None, verbose = False):
success = True
##-----------------------------------------------------------------------
## Setup domain
##-----------------------------------------------------------------------
points, vertices, boundary = rectangular_cross(int(length/dx),
int(width/dy),
len1=length,
len2=width)
domain = anuga.Domain(points, vertices, boundary)
#domain.set_name('output_parallel_frac_op') # Output name
domain.set_store(False)
domain.set_default_order(2)
##-----------------------------------------------------------------------
## Distribute domain
##-----------------------------------------------------------------------
if parallel:
domain = distribute(domain)
#domain.dump_triangulation("frac_op_domain.png")
##-----------------------------------------------------------------------
## Setup boundary conditions
##-----------------------------------------------------------------------
domain.set_quantity('elevation', topography)
domain.set_quantity('friction', 0.01) # Constant friction
domain.set_quantity('stage',
expression='elevation') # Dry initial condition
Bi = anuga.Dirichlet_boundary([5.0, 0.0, 0.0])
Br = anuga.Reflective_boundary(domain) # Solid reflective wall
domain.set_boundary({'left': Br, 'right': Br, 'top': Br, 'bottom': Br})
##-----------------------------------------------------------------------
## Determine triangle index coinciding with test points
##-----------------------------------------------------------------------
assert(test_points is not None)
assert(len(test_points) == samples)
tri_ids = []
for point in test_points:
try:
k = domain.get_triangle_containing_point(point)
if domain.tri_full_flag[k] == 1:
tri_ids.append(k)
else:
tri_ids.append(-1)
except:
tri_ids.append(-2)
if verbose: print 'P%d has points = %s' %(myid, tri_ids)
if not parallel: control_data = []
################ Define Fractional Operators ##########################
inlet0 = None
inlet1 = None
boyd_box0 = None
inlet0 = Inlet_operator(domain, line0, Q0, logging=False, description='inlet0', verbose = False)
inlet1 = Inlet_operator(domain, line1, Q1, logging=False, description='inlet1', verbose = False)
# Enquiry point [ 19. 2.5] is contained in two domains in 4 proc case
boyd_box0 = Boyd_box_operator(domain,
end_points=[[9.0, 2.5],[19.0, 2.5]],
losses=1.5,
width=5.0,
#apron=5.0,
use_momentum_jet=True,
use_velocity_head=False,
manning=0.013,
logging=False,
description='boyd_box_0',
verbose=False)
if inlet0 is not None and verbose: inlet0.print_statistics()
if inlet1 is not None and verbose: inlet1.print_statistics()
if boyd_box0 is not None and verbose: boyd_box0.print_statistics()
##-----------------------------------------------------------------------
## Evolve system through time
##-----------------------------------------------------------------------
for t in domain.evolve(yieldstep = 2.0, finaltime = 20.0):
if myid == 0 and verbose:
domain.write_time()
#print domain.volumetric_balance_statistics()
stage = domain.get_quantity('stage')
if boyd_box0 is not None and verbose : boyd_box0.print_timestepping_statistics()
#for i in range(samples):
# if tri_ids[i] >= 0:
# if verbose: print 'P%d tri %d, value = %s' %(myid, i, stage.centroid_values[tri_ids[i]])
sys.stdout.flush()
pass
domain.sww_merge(delete_old=True)
success = True
##-----------------------------------------------------------------------
## Assign/Test Control data
##-----------------------------------------------------------------------
if not parallel:
stage = domain.get_quantity('stage')
for i in range(samples):
assert(tri_ids[i] >= 0)
control_data.append(stage.centroid_values[tri_ids[i]])
if inlet0 is not None:
control_data.append(inlet0.inlet.get_average_stage())
control_data.append(inlet0.inlet.get_average_xmom())
control_data.append(inlet0.inlet.get_average_ymom())
control_data.append(inlet0.inlet.get_total_water_volume())
control_data.append(inlet0.inlet.get_average_depth())
if verbose: print 'P%d control_data = %s' %(myid, control_data)
else:
stage = domain.get_quantity('stage')
for i in range(samples):
if tri_ids[i] >= 0:
local_success = num.allclose(control_data[i], stage.centroid_values[tri_ids[i]])
success = success and local_success
if verbose:
print 'P%d tri %d, control = %s, actual = %s, Success = %s' %(myid, i, control_data[i], stage.centroid_values[tri_ids[i]], local_success)
if not local_success:
print 'Ouput P%d tri %d, control = %s, actual = %s, Success = %s' %(myid, i, control_data[i], stage.centroid_values[tri_ids[i]], local_success)
#assert success
if inlet0 is not None:
inlet_master_proc = inlet0.inlet.get_master_proc()
average_stage = inlet0.inlet.get_global_average_stage()
average_xmom = inlet0.inlet.get_global_average_xmom()
average_ymom = inlet0.inlet.get_global_average_ymom()
average_volume = inlet0.inlet.get_global_total_water_volume()
average_depth = inlet0.inlet.get_global_average_depth()
if myid == inlet_master_proc:
if verbose:
print 'P%d average stage, control = %s, actual = %s' %(myid, control_data[samples], average_stage)
print 'P%d average xmom, control = %s, actual = %s' %(myid, control_data[samples+1], average_xmom)
print 'P%d average ymom, control = %s, actual = %s' %(myid, control_data[samples+2], average_ymom)
print 'P%d average volume, control = %s, actual = %s' %(myid, control_data[samples+3], average_volume)
print 'P%d average depth, control = %s, actual = %s' %(myid, control_data[samples+4], average_depth)
#assert(success)
return control_data, success
def run_simulation(parallel=False,
control_data=None,
test_points=None,
verbose=False):
success = True
##-----------------------------------------------------------------------
## Setup domain
##-----------------------------------------------------------------------
points, vertices, boundary = rectangular_cross(int(old_div(length, dx)),
int(old_div(width, dy)),
len1=length,
len2=width)
domain = anuga.Domain(points, vertices, boundary)
#domain.set_name('output_parallel_frac_op') # Output name
domain.set_store(False)
domain.set_default_order(2)
##-----------------------------------------------------------------------
## Distribute domain
##-----------------------------------------------------------------------
if parallel:
domain = distribute(domain)
#domain.dump_triangulation("frac_op_domain.png")
##-----------------------------------------------------------------------
## Setup boundary conditions
##-----------------------------------------------------------------------
domain.set_quantity('elevation', topography)
domain.set_quantity('friction', 0.01) # Constant friction
domain.set_quantity('stage',
expression='elevation') # Dry initial condition
Bi = anuga.Dirichlet_boundary([5.0, 0.0, 0.0])
Br = anuga.Reflective_boundary(domain) # Solid reflective wall
domain.set_boundary({'left': Br, 'right': Br, 'top': Br, 'bottom': Br})
##-----------------------------------------------------------------------
## Determine triangle index coinciding with test points
##-----------------------------------------------------------------------
assert (test_points is not None)
assert (len(test_points) == samples)
tri_ids = []
for point in test_points:
try:
k = domain.get_triangle_containing_point(point)
if domain.tri_full_flag[k] == 1:
tri_ids.append(k)
else:
tri_ids.append(-1)
except:
tri_ids.append(-2)
if verbose: print('P%d has points = %s' % (myid, tri_ids))
if not parallel: control_data = []
################ Define Fractional Operators ##########################
inlet0 = None
inlet1 = None
boyd_box0 = None
inlet0 = Inlet_operator(domain,
line0,
Q0,
logging=False,
description='inlet0',
verbose=False)
inlet1 = Inlet_operator(domain,
line1,
Q1,
logging=False,
description='inlet1',
verbose=False)
# Enquiry point [ 19. 2.5] is contained in two domains in 4 proc case
boyd_box0 = Boyd_box_operator(
domain,
end_points=[[9.0, 2.5], [19.0, 2.5]],
losses=1.5,
width=5.0,
#apron=5.0,
use_momentum_jet=True,
use_velocity_head=False,
manning=0.013,
logging=False,
description='boyd_box_0',
verbose=False)
if inlet0 is not None and verbose: inlet0.print_statistics()
if inlet1 is not None and verbose: inlet1.print_statistics()
if boyd_box0 is not None and verbose: boyd_box0.print_statistics()
##-----------------------------------------------------------------------
## Evolve system through time
##-----------------------------------------------------------------------
for t in domain.evolve(yieldstep=2.0, finaltime=20.0):
if myid == 0 and verbose:
domain.write_time()
#print domain.volumetric_balance_statistics()
stage = domain.get_quantity('stage')
if boyd_box0 is not None and verbose:
boyd_box0.print_timestepping_statistics()
#for i in range(samples):
# if tri_ids[i] >= 0:
# if verbose: print 'P%d tri %d, value = %s' %(myid, i, stage.centroid_values[tri_ids[i]])
sys.stdout.flush()
pass
domain.sww_merge(delete_old=True)
success = True
##-----------------------------------------------------------------------
## Assign/Test Control data
##-----------------------------------------------------------------------
if not parallel:
stage = domain.get_quantity('stage')
for i in range(samples):
assert (tri_ids[i] >= 0)
control_data.append(stage.centroid_values[tri_ids[i]])
if inlet0 is not None:
control_data.append(inlet0.inlet.get_average_stage())
control_data.append(inlet0.inlet.get_average_xmom())
control_data.append(inlet0.inlet.get_average_ymom())
control_data.append(inlet0.inlet.get_total_water_volume())
control_data.append(inlet0.inlet.get_average_depth())
if verbose: print('P%d control_data = %s' % (myid, control_data))
else:
stage = domain.get_quantity('stage')
for i in range(samples):
if tri_ids[i] >= 0:
local_success = num.allclose(control_data[i],
stage.centroid_values[tri_ids[i]])
success = success and local_success
if verbose:
print(
'P%d tri %d, control = %s, actual = %s, Success = %s' %
(myid, i, control_data[i],
stage.centroid_values[tri_ids[i]], local_success))
if not local_success:
print(
'Ouput P%d tri %d, control = %s, actual = %s, Success = %s'
% (myid, i, control_data[i],
stage.centroid_values[tri_ids[i]], local_success))
#assert success
if inlet0 is not None:
inlet_master_proc = inlet0.inlet.get_master_proc()
average_stage = inlet0.inlet.get_global_average_stage()
average_xmom = inlet0.inlet.get_global_average_xmom()
average_ymom = inlet0.inlet.get_global_average_ymom()
average_volume = inlet0.inlet.get_global_total_water_volume()
average_depth = inlet0.inlet.get_global_average_depth()
if myid == inlet_master_proc:
if verbose:
print('P%d average stage, control = %s, actual = %s' %
(myid, control_data[samples], average_stage))
print('P%d average xmom, control = %s, actual = %s' %
(myid, control_data[samples + 1], average_xmom))
print('P%d average ymom, control = %s, actual = %s' %
(myid, control_data[samples + 2], average_ymom))
print('P%d average volume, control = %s, actual = %s' %
(myid, control_data[samples + 3], average_volume))
print('P%d average depth, control = %s, actual = %s' %
(myid, control_data[samples + 4], average_depth))
#assert(success)
return control_data, success
else:
domain = None
domain = distribute(domain, verbose = True)
#domain.set_store_vertices_uniquely(False)
gate = Boyd_box_operator(domain,
end_points=[[9.0, 2.5],[13.0, 2.5]],
losses=1.5,
width=1.5,
height = 0.0001,
apron=5.0,
use_momentum_jet=True,
use_velocity_head=False,
manning=0.013,
verbose=False)
# Close the gate
if gate is not None:
gate.set_culvert_height(0.0)
line = [[0.0, 5.0], [0.0, 10.0]]
Q = 1.0
in0 = Inlet_operator(domain, line, Q)
verbose=False)
inlet1 = Inlet_operator(domain,
poly1,
Q1,
logging=True,
description='inlet1',
verbose=False)
# Enquiry point [ 19. 2.5] is contained in two domains in 4 proc case
boyd_box0 = Boyd_box_operator(domain,
end_points=[[9.0, 2.5], [19.0, 2.5]],
losses=1.5,
width=5.0,
apron=5.0,
use_momentum_jet=True,
use_velocity_head=False,
manning=0.013,
logging=True,
description='boyd_box_0',
verbose=False)
#if inlet0 is not None and verbose: inlet0.print_statistics()
#if inlet1 is not None and verbose: inlet1.print_statistics()
#if boyd_box0 is not None and verbose: boyd_box0.print_statistics()
sys.stdout.flush()
barrier()
##-----------------------------------------------------------------------
## Evolve system through time
losses = {
'inlet': 0.0,
'outlet': 0.0,
'bend': 0.0,
'grate': 0.0,
'pier': 0.0,
'other': 1.5
}
#losses = {'inlet':0.0, 'outlet':0.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
culvert = Boyd_box_operator(domain,
losses=losses,
width=chan_width,
exchange_lines=[bridge_in, bridge_out],
height=1.3,
apron=0.0,
enquiry_gap=10.0,
smoothing_timescale=30.,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.03,
logging=False,
label='testBridge',
verbose=False)
#------------------------------------------------------------------------------
#
# Setup boundary conditions
#
#------------------------------------------------------------------------------
Br = anuga.Reflective_boundary(domain) # Solid reflective wall
Bt = anuga.Transmissive_boundary(domain) # Transmissive boundary
inlet0 = None
inlet1 = None
boyd_box0 = None
inlet0 = Inlet_operator(domain, line0, Q0, logging=True, description='inlet0', verbose = False)
inlet1 = Inlet_operator(domain, poly1, Q1, logging=True, description='inlet1', verbose = False)
# Enquiry point [ 19. 2.5] is contained in two domains in 4 proc case
boyd_box0 = Boyd_box_operator(domain,
end_points=[[9.0, 2.5],[19.0, 2.5]],
losses=1.5,
width=5.0,
apron=5.0,
use_momentum_jet=True,
use_velocity_head=False,
manning=0.013,
logging=True,
description='boyd_box_0',
verbose=False)
if inlet0 is not None and verbose: inlet0.print_statistics()
if inlet1 is not None and verbose: inlet1.print_statistics()
if boyd_box0 is not None and verbose: boyd_box0.print_statistics()
##-----------------------------------------------------------------------
## Evolve system through time
##-----------------------------------------------------------------------
def setup_structures(simulation):
"""
Setup Culvert Data
"""
domain = simulation.domain
args = simulation.args
channel_manning = args.channel_manning
"""
#FIXME: Include these again
#------------------------------------------------------------------------------
# ENTER CULVERT DATA
#------------------------------------------------------------------------------
# BrookerStCulvert branch 2
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305772.982,6193988.557] , [305772.378,6193987.823]])
el1 = numpy.array([[305794.592,6193983.907] , [305793.988,6193983.173]])
## Adjust el0, el1
#elOffset=0.
#el0M=0.5*(el0[0,:]+el0[1,:]) ; el1M=0.5*(el1[0,:]+el1[1,:]); n0=el0M-el1M; n0=n0/((n0*n0).sum())**0.5;
#el0 = el0
culvert = Boyd_box_operator(domain,
losses=losses,
width=0.9,
exchange_lines=[el0, el1],
height=0.9,
apron=3.0,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '1H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# MeadowStCulvert branch 2
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305886.333,6193929.052] , [305883.172,6193922.986]])
el1 = numpy.array([[305906.553,6193910.461] , [305903.393,6193904.395]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=5.4,
exchange_lines=[el0, el1],
height=0.6,
apron=3.0,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '2H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# WilliamsStCulvert branch 2
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305945.955,6193836.293] , [305945.125,6193835.387]])
el1 = numpy.array([[306040.565,6193827.573] , [306039.735,6193826.667]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=1.2,
exchange_lines=[el0, el1],
height=1.2,
apron=3.0,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '3H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# MeadowStCulvert Towradgi branch
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305812.113,6193591.972] , [305809.390,6193588.820]])
el1 = numpy.array([[305834.913,6193588.382] , [305832.190,6193585.230]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=4.0,
exchange_lines=[el0, el1],
height=2.2,
apron=3.0,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '4H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# CollinsStCulverts tarra 5 branch
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[306330.608,6194817.116] , [306320.768,6194805.884]])
el1 = numpy.array([[306369.483,6194811.616] , [306359.643,6194800.384]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=3.6,
exchange_lines=[el0, el1],
height=0.93,
apron=3.0,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '9H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# Norther Distributor Culverts branch 5
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[306956.242,6194465.589] , [306950.446,6194457.411]])
el1 = numpy.array([[307003.711,6194446.089] , [306997.916,6194437.911]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=9.0,
exchange_lines=[el0, el1],
height=0.85,
apron=3.0,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '10H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#CokeWorksCulverts branch 5
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[307142.161,6194181.3065] , [307138.519,6194174.394]])
el1 = numpy.array([[307160.521,6194164.8165] , [307156.879,6194157.904]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=6.2,
exchange_lines=[el0, el1],
height=3.0,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '11H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#Northern Distributor Branch 6 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[306950.758,6193454.717] , [306947.804,6193453.283]])
el1 = numpy.array([[306988.633,6193474.217] , [306985.679,6193472.783]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=3.6,
exchange_lines=[el0, el1],
height=1.2,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '12H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#Railway Branch 6 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[307139.134,6193474.458] , [307138.492,6193473.542]])
el1 = numpy.array([[307150.884,6193469.458] , [307150.242,6193468.542]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=3.6,
exchange_lines=[el0, el1],
height=1.2,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '13H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#Colgong Branch6 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[307200.610,6193476.765] , [307199.140,6193475.235]])
el1 = numpy.array([[307224.610,6193475.765] , [307223.140,6193474.235]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=2.1,
exchange_lines=[el0, el1],
height=1.0,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '14H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#Basin Outlet Branch 3 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305629.639,6194408.883] , [305626.521,6194400.457]])
el1 = numpy.array([[305665.889,6194347.183] , [305662.771,6194338.757]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=6.0,
exchange_lines=[el0, el1],
height=0.86,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '15H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#BellambiRd Branch 3 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305777.182,6194305.377] , [305776.444,6194304.623]])
el1 = numpy.array([[305873.807,6194303.377] , [305873.069,6194302.623]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=1.05,
exchange_lines=[el0, el1],
height=1.0,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '16H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#MeadowSt Branch 3 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305914.649,6194322.375] , [305913.477,6194321.625]])
el1 = numpy.array([[305950.711,6194335.375] , [305949.539,6194334.625]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=1.5,
exchange_lines=[el0, el1],
height=1.0,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '17H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#13MeadowSt Branch 3 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[305911.280,6194359.203] , [305910.260,6194358.017]])
el1 = numpy.array([[305946.090,6194353.573] , [305945.070,6194352.387]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=1.5,
exchange_lines=[el0, el1],
height=1.0,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '18H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#41AngelStBranch3Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[306196.779,6194028.193] , [306192.221,6194010.807]])
el1 = numpy.array([[306200.154,6194018.693] , [306195.596,6194001.307]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=10.0,
exchange_lines=[el0, el1],
height=0.35,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '19H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#CarrollSt Branch 7 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[308002.045,6193820.163] , [308001.215,6193819.197]])
el1 = numpy.array([[308021.965,6193816.883] , [308021.135,6193815.917]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=1.22,
exchange_lines=[el0, el1],
height=0.3,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '20H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#ParkerRd Branch 7 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[308105.832,6193803.622] , [308103.648,6193801.118]])
el1 = numpy.array([[308126.782,6193800.552] , [308124.598,6193798.048]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=3.2,
exchange_lines=[el0, el1],
height=0.3,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '21H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
#LakePde Branch 7 Culverts
losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0}
el0 = numpy.array([[308251.257,6193614.658] , [308248.343,6193618.]])
el1 = numpy.array([[308232.,6193593.] , [308225.,6193596.]])
culvert = Boyd_box_operator(domain,
losses=losses,
width=3.0,
exchange_lines=[el0, el1],
height=0.75,
apron=3.1,
enquiry_gap=10.0,
use_momentum_jet=True,
use_velocity_head=True,
manning=0.013,
logging=False,
label=join('Runs', '22H'), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
"""
smoothTS = 30. # Smoothing timescale for bridges
# PrincesHwyBridge Towradgi branch
losses = {
'inlet': 0.0,
'outlet': 0.0,
'bend': 0.0,
'grate': 0.0,
'pier': 1.0,
'other': 0.0
}
el0 = numpy.array([[306608., 6193703.], [306607., 6193700.0]])
el1 = numpy.array([[306624., 6193692.7], [306623., 6193688.]])
culvert = Boyd_box_operator(
domain,
losses=losses,
width=12.0,
exchange_lines=[el0, el1],
height=3.0,
apron=0.0,
enquiry_gap=10.0,
smoothing_timescale=smoothTS,
use_momentum_jet=True,
use_velocity_head=True,
manning=channel_manning,
logging=False,
label=join(
'Runs', '5H'
), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# PioneerRdBridge Towradgi branch
losses = {
'inlet': 0.0,
'outlet': 0.0,
'bend': 0.0,
'grate': 0.0,
'pier': 1.0,
'other': 0.0
}
el0 = numpy.array([[307623., 6193610.], [307622., 6193607.]])
el1 = numpy.array([[307610., 6193619.], [307609., 6193616.]])
enq0 = numpy.array([[307637., 6193588.]])
enq1 = numpy.array([[307596., 6193623.]])
culvert = Boyd_box_operator(
domain,
losses=losses,
width=20.0,
exchange_lines=[el0, el1],
#enquiry_points=[enq0, enq1], # This seemed to make stability worse
height=3.5,
apron=0.0,
enquiry_gap=10.0,
smoothing_timescale=smoothTS,
use_momentum_jet=True,
use_velocity_head=True,
manning=channel_manning,
logging=False,
label=join(
'Runs', '8H'
), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# NorthernDistributorBridge Towradgi branch
losses = {
'inlet': 0.0,
'outlet': 0.0,
'bend': 0.0,
'grate': 0.0,
'pier': 1.0,
'other': 0.0
}
el0 = numpy.array([[306985., 6193749.], [306985., 6193736.]])
el1 = numpy.array([[306950., 6193745.], [306950., 6193732.]])
#enq0 = numpy.array([[ 306996., 6193750.]])
#enq1 = numpy.array([[ 306931., 6193738.]])
culvert = Boyd_box_operator(
domain,
losses=losses,
width=45.0,
exchange_lines=[el0, el1],
#enquiry_points=[enq0, enq1],
height=6.0,
apron=0.0,
enquiry_gap=10., #None, #10.0,
smoothing_timescale=smoothTS,
use_momentum_jet=True,
use_velocity_head=True,
manning=channel_manning,
logging=False,
label=join(
'Runs', '6H'
), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)
# RailwayBridge Towradgi branch ? (THIS IS THE BRIDGE THAT BLOCKEDAND DAM BREAK OCCURRED) ?
losses = {
'inlet': 0.0,
'outlet': 0.0,
'bend': 0.0,
'grate': 0.0,
'pier': 1.0,
'other': 0.0
}
el0 = numpy.array([[307236., 6193737.], [307235., 6193733.]])
el1 = numpy.array([[307223., 6193738.], [307222., 6193734.]])
culvert = Boyd_box_operator(
domain,
losses=losses,
width=20.0,
exchange_lines=[el0, el1],
height=8.0,
apron=0.0,
enquiry_gap=20.0,
smoothing_timescale=smoothTS,
use_momentum_jet=True,
use_velocity_head=True,
manning=channel_manning,
logging=False,
label=join(
'Runs', '7H'
), # this puts the culvert hydraulics output into the same dir as the sww's
verbose=False)