import anuga
import math
import numpy
#=====================================================================
# The class
#=====================================================================
[docs]class Boyd_box_operator(anuga.Structure_operator):
"""Culvert flow - transfer water from one rectangular box to another.
Sets up the geometry of problem
This is the base class for culverts. Inherit from this class (and overwrite
compute_discharge method for specific subclasses)
Input: minimum arguments
domain,
losses (scalar, list or dictionary of losses),
width (= height if height not given)
"""
[docs] def __init__(self,
domain,
losses,
width,
height=None,
barrels=1.0,
blockage=0.0,
z1=0.0,
z2=0.0,
end_points=None,
exchange_lines=None,
enquiry_points=None,
invert_elevations=None,
apron=0.1,
manning=0.013,
enquiry_gap=0.0,
smoothing_timescale=0.0,
use_momentum_jet=True,
use_velocity_head=True,
description=None,
label=None,
structure_type='boyd_box',
logging=False,
verbose=False):
"""Create a box culvert using Boyd flow algorithm
:param domain: Culvert applied to this domain
:param losses: Losses
:param width: Width of culvert
:param height: height of culvert
:param barrels: Number of barrels
:param blockage: Set between 0.0 - 1.0 Set to 1.0 to close off culvert
:param z1: Elevation of end of Culvert
:param z2: Elevation of other end of Culvert
:param end_points: [[x1,y1], [x2,y2]] of centre of ends of culvert
:param exchange_lines: [ [[x1,y1], [x2,y2]], [[x1,y1], [x2,y2]] ] list of two lines defining ends of culvert
:param enquiry_points: [[x1,y1], [x2,y2]] location of enquiry points
:param invert_elevations: [ e1, e2 ] invert elevations of culvert inlets
:param apron:
:param manning:
:param enquiry_gap:
:param smoothing_timescale:
:param use_momentum_jet:
:param use_velocity_head:
:param description:
:param label:
:param structure_type:
:param logging:
:param verbose:
"""
anuga.Structure_operator.__init__(self,
domain,
end_points=end_points,
exchange_lines=exchange_lines,
enquiry_points=enquiry_points,
invert_elevations=invert_elevations,
width=width,
height=height,
blockage=blockage,
barrels=barrels,
diameter=None,
apron=apron,
manning=manning,
enquiry_gap=enquiry_gap,
description=description,
label=label,
structure_type=structure_type,
logging=logging,
verbose=verbose)
if isinstance(losses, dict):
self.sum_loss = sum(losses.values())
elif isinstance(losses, list):
self.sum_loss = sum(losses)
else:
self.sum_loss = losses
self.use_momentum_jet = use_momentum_jet
# Preserves the old default behaviour of zeroing momentum
self.zero_outflow_momentum = not self.use_momentum_jet
self.use_velocity_head = use_velocity_head
self.culvert_length = self.get_culvert_length()
self.culvert_width = self.get_culvert_width()
self.culvert_height = self.get_culvert_height()
self.culvert_blockage = self.get_culvert_blockage()
self.culvert_barrels = self.get_culvert_barrels()
#FIXME SR: Why is this hard coded!
self.max_velocity = 10.0
self.inlets = self.get_inlets()
# Stats
self.discharge = 0.0
self.velocity = 0.0
self.case = 'N/A'
# May/June 2014 -- allow 'smoothing ' of driving_energy, delta total energy, and outflow_enq_depth
self.smoothing_timescale=0.
self.smooth_delta_total_energy=0.
self.smooth_Q=0.
# Set them based on a call to the discharge routine with smoothing_timescale=0.
# [values of self.smooth_* are required in discharge_routine, hence dummy values above]
Qvd=self.discharge_routine()
self.smooth_delta_total_energy=1.0*self.delta_total_energy
self.smooth_Q=Qvd[0]
# Finally, set the smoothing timescale we actually want
self.smoothing_timescale=smoothing_timescale
if verbose:
print(self.get_culvert_slope())
def discharge_routine(self):
"""Procedure to determine the inflow and outflow inlets.
Then use boyd_box_function to do the actual calculation
"""
local_debug = False
# If the cuvert has been closed, then no water gets through
if self.culvert_height <= 0.0:
Q = 0.0
barrel_velocity = 0.0
outlet_culvert_depth = 0.0
self.case = "Culvert blocked"
self.inflow = self.inlets[0]
self.outflow = self.inlets[1]
return Q, barrel_velocity, outlet_culvert_depth
# delta_total_energy will determine which inlet is inflow
# Update 02/07/2014 -- now using smooth_delta_total_energy
if self.use_velocity_head:
self.delta_total_energy = \
self.inlets[0].get_enquiry_total_energy() - self.inlets[1].get_enquiry_total_energy()
else:
self.delta_total_energy = \
self.inlets[0].get_enquiry_stage() - self.inlets[1].get_enquiry_stage()
forward_Euler_smooth = True
self.smooth_delta_total_energy, ts = total_energy(self.smooth_delta_total_energy,
self.delta_total_energy,
self.domain.timestep,
self.smoothing_timescale,
forward_Euler_smooth)
if self.smooth_delta_total_energy >= 0.:
self.inflow = self.inlets[0]
self.outflow = self.inlets[1]
self.delta_total_energy=self.smooth_delta_total_energy
else:
self.inflow = self.inlets[1]
self.outflow = self.inlets[0]
self.delta_total_energy = -self.smooth_delta_total_energy
# Only calculate flow if there is some water at the inflow inlet.
if self.inflow.get_enquiry_depth() > 0.01: #this value was 0.01:
if local_debug:
anuga.log.critical('Specific E & Deltat Tot E = %s, %s'
% (str(self.inflow.get_enquiry_specific_energy()),
str(self.delta_total_energy)))
anuga.log.critical('culvert type = %s' % str(self.type))
# Water has risen above inlet
msg = 'Specific energy at inlet is negative'
assert self.inflow.get_enquiry_specific_energy() >= 0.0, msg
if self.use_velocity_head :
self.driving_energy = self.inflow.get_enquiry_specific_energy()
else:
self.driving_energy = self.inflow.get_enquiry_depth()
verbose = False
if verbose:
print(50*'=')
print('width ',self.culvert_width)
print('depth ',self.culvert_height)
print('culvert blockage ',self.culvert_blockage)
print('number of culverts ',self.culvert_barrels)
print('flow_width ',self.culvert_width)
print('length ' ,self.culvert_length)
print('driving_energy ',self.driving_energy)
print('delta_total_energy ',self.delta_total_energy)
print('outlet_enquiry_depth ',self.outflow.get_enquiry_depth())
print('inflow_enquiry_depth ',self.inflow.get_enquiry_depth())
print('outlet_enquiry_speed ',self.outflow.get_enquiry_speed())
print('inflow_enquiry_speed ',self.inflow.get_enquiry_speed())
print('sum_loss ',self.sum_loss)
print('manning ',self.manning)
Q, barrel_velocity, outlet_culvert_depth, flow_area, case = \
boyd_box_function(width =self.culvert_width,
depth =self.culvert_height,
blockage =self.culvert_blockage,
barrels =self.culvert_barrels,
flow_width =self.culvert_width,
length =self.culvert_length,
driving_energy =self.driving_energy,
delta_total_energy =self.delta_total_energy,
outlet_enquiry_depth=self.outflow.get_enquiry_depth(),
sum_loss =self.sum_loss,
manning =self.manning)
self.smooth_Q, Q, barrel_velocity = smooth_discharge(self.smooth_delta_total_energy,
self.smooth_Q,
Q,
flow_area,
ts,
forward_Euler_smooth)
else:
Q = barrel_velocity = outlet_culvert_depth = 0.0
case = 'Inlet dry'
self.case = case
# Temporary flow limit
if barrel_velocity > self.max_velocity:
barrel_velocity = self.max_velocity
Q = flow_area * barrel_velocity
return Q, barrel_velocity, outlet_culvert_depth
#=============================================================================
# define separately so that can be imported in parallel code.
#=============================================================================
def boyd_box_function(width,
depth,
blockage,
barrels,
flow_width,
length,
driving_energy,
delta_total_energy,
outlet_enquiry_depth,
sum_loss,
manning):
# intially assume the culvert flow is controlled by the inlet
# check unsubmerged and submerged condition and use Min Q
# but ensure the correct flow area and wetted perimeter are used
local_debug = False
#print(outlet_enquiry_depth)
bf = 1 - blockage
if blockage >= 1.0:
Q = barrel_velocity = outlet_culvert_depth = 0.0
flow_area = 0.00001
case = '100 blocked culvert'
return Q, barrel_velocity, outlet_culvert_depth, flow_area, case
else:
Q_inlet_unsubmerged = 0.544*anuga.g**0.5*bf*width*barrels*driving_energy**1.50 # Flow based on Inlet Ctrl Inlet Unsubmerged
Q_inlet_submerged = 0.702*anuga.g**0.5*bf*width*barrels*depth**0.89*driving_energy**0.61 # Flow based on Inlet Ctrl Inlet Submerged
#print 'blockage ', blockage
# FIXME(Ole): Are these functions really for inlet control?
if Q_inlet_unsubmerged < Q_inlet_submerged:
Q = Q_inlet_unsubmerged
dcrit = (Q**2/anuga.g/(bf*width*barrels)**2)**0.333333
if dcrit > depth:
dcrit = depth
flow_area = bf*width*dcrit*barrels
perimeter = 2.0*(bf*width*barrels + dcrit)
else: # dcrit < depth
flow_area = bf*width*barrels*dcrit
perimeter = 2.0*dcrit + bf*width*barrels
outlet_culvert_depth = dcrit
case = 'Inlet unsubmerged Box Acts as Weir'
else: # Inlet Submerged but check internal culvert flow depth
Q = Q_inlet_submerged
dcrit = (Q**2/anuga.g/(bf*width*barrels)**2)**0.333333
if dcrit > depth:
dcrit = depth
flow_area = bf*width*barrels*dcrit
perimeter = 2.0*(bf*width*barrels + dcrit)
else: # dcrit < depth
flow_area = bf*width*barrels*dcrit
perimeter = 2.0*dcrit + bf*width*barrels
outlet_culvert_depth = dcrit
case = 'Inlet submerged Box Acts as Orifice'
dcrit = (Q**2/anuga.g/(bf*width*barrels)**2)**0.333333
# May not need this .... check if same is done above
outlet_culvert_depth = dcrit
if outlet_culvert_depth > depth:
outlet_culvert_depth = depth # Once again the pipe is flowing full not partfull
flow_area = bf*width*barrels*depth # Cross sectional area of flow in the culvert
perimeter = 2*(bf*width*barrels + depth)
case = 'Inlet CTRL Outlet unsubmerged PIPE PART FULL'
else:
flow_area = bf*width*barrels*outlet_culvert_depth
perimeter = bf*width*barrels + 2*outlet_culvert_depth
case = 'INLET CTRL Culvert is open channel flow we will for now assume critical depth'
# Initial Estimate of Flow for Outlet Control using energy slope
#( may need to include Culvert Bed Slope Comparison)
hyd_rad = flow_area/perimeter
culvert_velocity = math.sqrt(delta_total_energy/((sum_loss/2/anuga.g) \
+(manning**2*length)/hyd_rad**1.33333))
Q_outlet_tailwater = flow_area * culvert_velocity
if delta_total_energy < driving_energy:
# Calculate flows for outlet control
# Determine the depth at the outlet relative to the depth of flow in the Culvert
if outlet_enquiry_depth > depth: # The Outlet is Submerged
outlet_culvert_depth = depth
flow_area = bf*width*barrels*depth # Cross sectional area of flow in the culvert
perimeter = 2.0*(bf*width*barrels + depth)
case = 'Outlet submerged'
else: # Here really should use the Culvert Slope to calculate Actual Culvert Depth & Velocity
dcrit = (Q**2/anuga.g/(bf*width*barrels)**2)**0.333333
outlet_culvert_depth = dcrit # For purpose of calculation assume the outlet depth = Critical Depth
if outlet_culvert_depth > depth:
outlet_culvert_depth = depth
flow_area = bf*width*barrels*depth
perimeter = 2.0*(bf*width*barrels + depth)
case = 'Outlet is Flowing Full'
else:
flow_area = bf*width*barrels*outlet_culvert_depth
perimeter = bf*width*barrels + 2.0*outlet_culvert_depth
case = 'Outlet is open channel flow'
hyd_rad = flow_area/perimeter
# Final Outlet control velocity using tail water
culvert_velocity = math.sqrt(delta_total_energy/((sum_loss/2/anuga.g)\
+(manning**2*length)/hyd_rad**1.33333))
Q_outlet_tailwater = flow_area * culvert_velocity
Q = min(Q, Q_outlet_tailwater)
else:
pass
#FIXME(Ole): What about inlet control?
if flow_area <= 0.0 :
culv_froude = 0.0
else:
culv_froude=math.sqrt(Q**2*flow_width*barrels/(anuga.g*flow_area**3))
if local_debug:
anuga.log.critical('FLOW AREA = %s' % str(flow_area))
anuga.log.critical('PERIMETER = %s' % str(perimeter))
anuga.log.critical('Q final = %s' % str(Q))
anuga.log.critical('FROUDE = %s' % str(culv_froude))
anuga.log.critical('Case = %s' % case)
# Determine momentum at the outlet
barrel_velocity = Q/(flow_area + anuga.velocity_protection/flow_area)
# END CODE BLOCK for DEPTH > Required depth for CULVERT Flow
return Q, barrel_velocity, outlet_culvert_depth, flow_area, case
def total_energy(smooth_delta_total_energy,
delta_total_energy,
timestep,
smoothing_timescale,
forward_Euler_smooth=True):
if(forward_Euler_smooth):
# To avoid 'overshoot' we ensure ts<1.
if(timestep>0.):
ts=timestep/max(timestep, smoothing_timescale,1.0e-06)
else:
# Without this the unit tests with no smoothing fail [since they have domain.timestep=0.]
# Note though the discontinuous behaviour as domain.timestep-->0. from above
ts=1.0
smooth_delta_total_energy=smooth_delta_total_energy+\
ts*(delta_total_energy-smooth_delta_total_energy)
else:
# Use backward euler -- the 'sensible' ts limitation is different in this case
# ts --> Inf is reasonable and corresponds to the 'nosmoothing' case
ts=timestep/max(smoothing_timescale, 1.0e-06)
smooth_delta_total_energy = (smooth_delta_total_energy+ts*(delta_total_energy))/(1.+ts)
return smooth_delta_total_energy, ts
def smooth_discharge(smooth_delta_total_energy,
smooth_Q,
Q,
flow_area,
timestep,
forward_Euler_smooth=True):
#
# Update 02/07/2014 -- using time-smoothed discharge
ts = timestep
Qsign=numpy.sign(smooth_delta_total_energy) #(self.outflow_index-self.inflow_index) # To adjust sign of Q
if(forward_Euler_smooth):
smooth_Q = smooth_Q +ts*(Q*Qsign-smooth_Q)
else:
# Try implicit euler method
smooth_Q = (smooth_Q+ts*(Q*Qsign))/(1.+ts)
if numpy.sign(smooth_Q)!=Qsign:
# The flow direction of the 'instantaneous Q' based on the
# 'smoothed delta_total_energy' is not the same as the
# direction of smooth_Q. To prevent 'jumping around', let's
# set Q to zero
Q=0.
else:
Q = min(abs(smooth_Q), Q) #abs(self.smooth_Q)
if flow_area == 0:
barrel_velocity = 0.0
else:
barrel_velocity=Q/flow_area
return smooth_Q, Q, barrel_velocity