def run_radial_simul(self, my_front_reconstruction, my_front_advancement,
my_vertex_or_path, my_param):
# setting up the verbosity level of the log at console
# setup_logging_to_console(verbosity_level='error')
outputfolder = "./Temp_Data/" + my_vertex_or_path + "_radial_" + my_front_advancement + "_" + my_front_reconstruction
self.remove(outputfolder)
# creating mesh
Mesh = CartesianMesh(my_param['Lx'], my_param['Ly'], my_param['Nx'],
my_param['Ny'])
# solid properties
nu = my_param['nu'] # Poisson's ratio
youngs_mod = my_param['youngs_mod'] # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K_Ic = my_param['K_Ic'] # fracture toughness
Cl = my_param['Cl'] # Carter's leak off coefficient
# material properties
Solid = MaterialProperties(Mesh, Eprime, K_Ic, Carters_coef=Cl)
# injection parameters
Q0 = my_param['Q0'] # injection rate
Injection = InjectionProperties(Q0, Mesh)
# fluid properties
Fluid = FluidProperties(viscosity=my_param['viscosity'])
# simulation properties
simulProp = SimulationProperties()
simulProp.finalTime = my_param[
'finalTime'] # the time at which the simulation stops
simulProp.set_tipAsymptote(
my_vertex_or_path
) # tip asymptote is evaluated with the viscosity dominated assumption
simulProp.frontAdvancing = my_front_advancement # to set explicit front tracking
simulProp.plotFigure = False
simulProp.set_solTimeSeries(np.asarray([2, 200, 5000, 30000, 100000]))
simulProp.saveTSJump, simulProp.plotTSJump = 5, 5 # save and plot after every five time steps
simulProp.set_outputFolder(outputfolder)
simulProp.projMethod = my_front_reconstruction
simulProp.log2file = False
# initialization parameters
Fr_geometry = Geometry('radial', radius=my_param['initialR'])
init_param = InitializationParameters(Fr_geometry,
regime=my_vertex_or_path)
# creating fracture object
Fr = Fracture(Mesh, init_param, Solid, Fluid, Injection, simulProp)
# create a Controller
controller = Controller(Fr, Solid, Fluid, Injection, simulProp)
# run the simulation
exitcode = controller.run()
return exitcode, outputfolder
def test_toepliz_get_submatrix_hy_noteq_hx_and_nx_eq_ny():
# Mesh hx!=hy, nx=ny
Mesh = CartesianMesh(1.4, 1.6, 19, 19)
# old way
C = load_isotropic_elasticity_matrix(Mesh, Ep)
# new way
C_obj = load_isotropic_elasticity_matrix_toepliz(Mesh, Ep)
slice = np.asarray(range(Mesh.NumberOfElts))
C_new = C_obj[np.ix_(slice, slice)]
common_test_for_all_toepliz_tests(C, C_new, expect_simmetric=True)
def get_HF_analytical_solution_at_point(regime, variable, point, mat_prop, inj_prop, fluid_prop=None, time_srs=None,
length_srs=None, h=None, samp_cell=None, gamma=None):
values_point = []
if time_srs is not None:
srs_length = len(time_srs)
else:
srs_length = len(length_srs)
from mesh import CartesianMesh
if point[0] == 0.:
mesh_Lx = 1.
else:
mesh_Lx = 2 * abs(point[0])
if point[1] == 0.:
mesh_Ly = 1.
else:
mesh_Ly = 2 * abs(point[1])
mesh = CartesianMesh(mesh_Lx, mesh_Ly, 5, 5)
for i in range(srs_length):
if time_srs is not None:
time = [time_srs[i]]
else:
time = None
if length_srs is not None:
length = [length_srs[i]]
else:
length = None
value_mesh, mesh_list = get_HF_analytical_solution(regime,
variable,
mat_prop,
inj_prop,
mesh=mesh,
fluid_prop=fluid_prop,
time_srs=time,
length_srs=length,
h=h,
samp_cell=samp_cell,
gamma=gamma)
if variable in ['front_dist_min', 'd_min', 'front_dist_max', 'd_max', 'front_dist_mean', 'd_mean',
'radius', 'r', 't', 'time']:
values_point.append(value_mesh[0])
elif point == [0., 0.]:
values_point.append(value_mesh[0][mesh_list[0].CenterElts])
else:
value_point = value_mesh[0][18]
values_point.append(value_point)
return values_point
def test_toepliz_get_submatrix_same_dim():
Mesh = CartesianMesh(0.45, 0.6, 39, 49)
# old way
C = load_isotropic_elasticity_matrix(Mesh, Ep)
# new way
C_obj = load_isotropic_elasticity_matrix_toepliz(Mesh, Ep)
xslice = np.asarray([33, 55, 66])
yslice = np.asarray([27, 12, 41])
C_new_sliced = C_obj[np.ix_(xslice, yslice)]
C_sliced = C[np.ix_(xslice, yslice)]
common_test_for_all_toepliz_tests(C_sliced,
C_new_sliced,
expect_simmetric=False)
def run(self):
"""
This function runs the simulation according to the parameters given in the properties classes. See especially
the documentation of the :py:class:`properties.SimulationProperties` class to get details of the parameters
controlling the simulation run.
"""
# output initial fracture
if self.sim_prop.saveToDisk:
# save properties
if not os.path.exists(self.sim_prop.get_outputFolder()):
os.makedirs(self.sim_prop.get_outputFolder())
prop = (self.solid_prop, self.fluid_prop, self.injection_prop,
self.sim_prop)
with open(self.sim_prop.get_outputFolder() + "properties",
'wb') as output:
dill.dump(prop, output, -1)
if self.sim_prop.plotFigure or self.sim_prop.saveToDisk:
# save or plot fracture
self.output(self.fracture)
self.lastSavedTime = self.fracture.time
if self.sim_prop.saveToDisk:
if os.path.exists(self.logAddress + "log.txt"):
os.remove(self.logAddress + "log.txt")
with open(self.logAddress + 'log.txt', 'w+') as file:
file.writelines('log file, simulation run at: ' +
strftime("%Y-%m-%d %H:%M:%S", gmtime()) +
'\n\n')
# load elasticity matrix
if self.C is None:
print("Making elasticity matrix...")
if self.sim_prop.symmetric:
if not self.sim_prop.get_volumeControl():
raise ValueError(
"Symmetric fracture is only supported for inviscid fluid yet!"
)
if not self.solid_prop.TI_elasticity:
if self.sim_prop.symmetric:
self.C = load_isotropic_elasticity_matrix_symmetric(
self.fracture.mesh, self.solid_prop.Eprime)
else:
self.C = load_isotropic_elasticity_matrix(
self.fracture.mesh, self.solid_prop.Eprime)
else:
C = load_TI_elasticity_matrix(self.fracture.mesh,
self.solid_prop, self.sim_prop)
# compressing the elasticity matrix for symmetric fracture
if self.sim_prop.symmetric:
self.C = symmetric_elasticity_matrix_from_full(
C, self.fracture.mesh)
else:
self.C = C
print('Done!')
# # perform first time step with implicit front advancing due to non-availability of velocity
# if not self.sim_prop.symmetric:
# if self.sim_prop.frontAdvancing == "predictor-corrector":
# self.sim_prop.frontAdvancing = "implicit"
print("Starting time = " + repr(self.fracture.time))
# starting time stepping loop
while self.fracture.time < 0.999 * self.sim_prop.finalTime and self.TmStpCount < self.sim_prop.maxTimeSteps:
timeStep = self.get_time_step()
if self.sim_prop.collectPerfData:
tmStp_perf = IterationProperties(itr_type="time step")
else:
tmStp_perf = None
# advancing time step
status, Fr_n_pls1 = self.advance_time_step(self.fracture, self.C,
timeStep, tmStp_perf)
if self.sim_prop.collectPerfData:
tmStp_perf.CpuTime_end = time.time()
tmStp_perf.status = status == 1
tmStp_perf.failure_cause = self.errorMessages[status]
tmStp_perf.time = self.fracture.time
tmStp_perf.NumbOfElts = len(self.fracture.EltCrack)
self.perfData.append(tmStp_perf)
if status == 1:
# Successful time step
print("Time step successful!")
self.delta_w = Fr_n_pls1.w - self.fracture.w
self.lstTmStp = Fr_n_pls1.time - self.fracture.time
# output
if self.sim_prop.plotFigure or self.sim_prop.saveToDisk:
if Fr_n_pls1.time > self.lastSavedTime:
self.output(Fr_n_pls1)
# add the advanced fracture to the last five fractures list
self.fracture = copy.deepcopy(Fr_n_pls1)
self.fr_queue[self.successfulTimeSteps %
5] = copy.deepcopy(Fr_n_pls1)
if self.fracture.time > self.lastSuccessfulTS:
self.lastSuccessfulTS = self.fracture.time
if self.maxTmStp < self.lstTmStp:
self.maxTmStp = self.lstTmStp
# put check point reattempts to zero if the simulation has advanced past the time where it failed
if Fr_n_pls1.time > self.lastSuccessfulTS + 2 * self.maxTmStp:
self.chkPntReattmpts = 0
# set the prefactor to the original value after four time steps (after the 5 time steps back jump)
self.sim_prop.tmStpPrefactor = self.tmStpPrefactor_copy
self.successfulTimeSteps += 1
# resetting the parameters for closure
if self.fullyClosed:
# set to solve for pressure if the fracture was fully closed in last time step and is open now
self.sim_prop.solveDeltaP = False
else:
self.sim_prop.solveDeltaP = self.solveDetlaP_cp
self.PstvInjJmp = None
self.fullyClosed = False
# set front advancing back as set in simulation properties originally if velocity becomes available.
if np.max(Fr_n_pls1.v) > 0 or not np.isnan(Fr_n_pls1.v).any():
self.sim_prop.frontAdvancing = copy.copy(
self.frontAdvancing)
else:
self.sim_prop.frontAdvancing = 'implicit'
if self.TmStpCount == self.sim_prop.maxTimeSteps:
print("Max time steps reached!")
elif status == 12:
# re-meshing required
if self.sim_prop.enableRemeshing:
self.C *= 1 / self.sim_prop.remeshFactor
print("Remeshing...")
coarse_mesh = CartesianMesh(
self.sim_prop.remeshFactor * self.fracture.mesh.Lx,
self.sim_prop.remeshFactor * self.fracture.mesh.Ly,
self.fracture.mesh.nx,
self.fracture.mesh.ny,
symmetric=self.sim_prop.symmetric)
self.solid_prop.remesh(coarse_mesh)
self.injection_prop.remesh(coarse_mesh, self.fracture.mesh)
self.fracture = self.fracture.remesh(
self.sim_prop.remeshFactor, self.C, coarse_mesh,
self.solid_prop, self.fluid_prop, self.injection_prop,
self.sim_prop)
# update the saved properties
if self.sim_prop.saveToDisk:
prop = (self.solid_prop, self.fluid_prop,
self.injection_prop, self.sim_prop)
with open(
self.sim_prop.get_outputFolder() +
"properties", 'wb') as output:
dill.dump(prop, output, -1)
self.remeshings += 1
print("Done!")
self.write_to_log("\nRemeshed at " +
repr(self.fracture.time))
else:
print("Reached end of the domain. Exiting...")
break
elif status == 14:
# fracture fully closed
self.output(Fr_n_pls1)
if self.PstvInjJmp is None:
inp = input(
"Fracture is fully closed.\n\nDo you want to jump to"
" the time of next positive injection? [y/n]")
while inp not in ['y', 'Y', 'n', 'N']:
inp = input("Press y or n")
if inp is 'y' or inp is 'Y':
self.PstvInjJmp = True
else:
self.PstvInjJmp = False
if self.PstvInjJmp:
self.sim_prop.solveDeltaP = False
# index of current time in the time series (first row) of the injection rate array
time_larger = np.where(
Fr_n_pls1.time <= self.injection_prop.injectionRate[
0, :])[0]
pos_inj = np.where(
self.injection_prop.injectionRate[1, :] > 0)[0]
after_time = np.intersect1d(time_larger, pos_inj)
if len(after_time) == 0:
print("Positive injection not found!")
break
jump_to = min(self.injection_prop.injectionRate[
0, np.intersect1d(time_larger, pos_inj)])
Fr_n_pls1.time = jump_to
elif inp is 'n' or inp is 'N':
self.sim_prop.solveDeltaP = True
self.fullyClosed = True
self.fracture = copy.deepcopy(Fr_n_pls1)
else:
# time step failed
self.write_to_log("\n" + self.errorMessages[status])
self.write_to_log("\nTime step failed at = " +
repr(self.fracture.time))
# check if the queue with last 5 time steps is not empty, or max check points jumps done
if self.fr_queue[self.successfulTimeSteps % 5] is None or \
self.chkPntReattmpts == 4:
if self.sim_prop.collectPerfData:
if self.sim_prop.saveToDisk:
file_address = self.sim_prop.get_outputFolder(
) + "perf_data.dat"
else:
file_address = "./perf_data.dat"
with open(file_address, 'wb') as perf_output:
dill.dump(self.perfData, perf_output, -1)
self.write_to_log("\n\n---Simulation failed---")
raise SystemExit("Simulation failed.")
else:
# decrease time step pre-factor before taking the next fracture in the queue having last
# five time steps
if isinstance(self.sim_prop.tmStpPrefactor, np.ndarray):
indxCurTime = max(
np.where(self.fracture.time >=
self.sim_prop.tmStpPrefactor[0, :])[0])
self.sim_prop.tmStpPrefactor[1, indxCurTime] *= 0.8
current_PreFctr = self.sim_prop.tmStpPrefactor[
1, indxCurTime]
else:
self.sim_prop.tmStpPrefactor *= 0.8
current_PreFctr = self.sim_prop.tmStpPrefactor
self.chkPntReattmpts += 1
self.fracture = copy.deepcopy(
self.fr_queue[(self.successfulTimeSteps +
self.chkPntReattmpts) % 5])
print(
"Time step have failed despite of reattempts with slightly smaller/bigger time steps...\n"
"Going " + repr(5 - self.chkPntReattmpts) +
" time steps back and re-attempting with the"
" time step pre-factor of " + repr(current_PreFctr))
self.write_to_log("\nTime step have failed. Going " +
repr(6 - self.chkPntReattmpts) +
" time steps"
" back...\n")
self.failedTimeSteps += 1
self.TmStpCount += 1
self.write_to_log("\n\n-----Simulation finished------")
self.write_to_log("\n\nnumber of time steps = " +
repr(self.successfulTimeSteps))
self.write_to_log("\nfailed time steps = " +
repr(self.failedTimeSteps))
self.write_to_log("\nnumber of remeshings = " + repr(self.remeshings))
plt.show(block=False)
plt.close('all')
if self.sim_prop.collectPerfData:
file_address = self.sim_prop.get_outputFolder() + "perf_data.dat"
os.makedirs(os.path.dirname(file_address), exist_ok=True)
with open(file_address, 'wb') as output:
dill.dump(self.perfData, output, -1)
print("\nFinal time = " + repr(self.fracture.time))
print("\n\n-----Simulation finished------")
print("See log file for details\n\n")
import numpy as np
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from controller import Controller
from fracture import Fracture
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(.75, .75, 41, 41)
# solid properties
nu = 0.15 # Poisson's ratio
youngs_mod = 3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K_Ic = 2e6 # fracture toughness
sigma0 = 15e6 # confining stress
# material properties
Solid = MaterialProperties(Mesh,
Eprime,
K_Ic,
Carters_coef=1e-6,
confining_stress=sigma0,
minimum_width=1e-5)
# imports
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(20, 2.3, 125, 35)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu ** 2) # plain strain modulus
K_Ic = 0 # fracture toughness of the material
def sigmaO_func(x, y):
""" The function providing the confining stress"""
if abs(y) > 3:
return 7.5e6
else:
return 1e6
Solid = MaterialProperties(Mesh,
# imports
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(50, 50, 41, 41)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K1c = 0 # zero toughness case
Cl = 0.5e-6 # Carter's leak off coefficient
# material properties
Solid = MaterialProperties(Mesh,
Eprime,
K1c,
Carters_coef=Cl,
minimum_width=1e-12)
import numpy as np # local imports from mesh import CartesianMesh from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties from fracture import Fracture from controller import Controller from fracture_initialization import Geometry, InitializationParameters from utility import setup_logging_to_console # setting up the verbosity level of the log at console setup_logging_to_console(verbosity_level='info') # creating mesh Mesh = CartesianMesh(0.5, 0.5, 41, 41) # solid properties nu = 0.4 # Poisson's ratio youngs_mod = 3.3e10 # Young's modulus Eprime = youngs_mod / (1 - nu**2) # plain strain modulus K1c = 1e6 # Fracture toughness Cl = 5.875e-6 # Carter's leak off coefficient # material properties Solid = MaterialProperties(Mesh, Eprime, K1c, Carters_coef=Cl) # injection parameters Q0 = 0.01 # injection rate Injection = InjectionProperties(Q0, Mesh)
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019. All rights
reserved. See the LICENSE.TXT file for more details.
"""
import numpy as np
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from elasticity import load_isotropic_elasticity_matrix
# creating mesh
Mesh = CartesianMesh(500, 1500, 61, 141)
# solid properties
nu = 0.25 # Poisson's ratio
youngs_mod = 20e9 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
def sigmaO_func(x, y):
""" This function provides the confining stress over the domain"""
density_high = 2700
density_low = 2400
#layer = 1000
Ly = 2800
#if y > layer:
#return (Ly - y) * density_low * 9.8
import numpy as np import os # local imports from mesh import CartesianMesh from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties from fracture import Fracture from controller import Controller from fracture_initialization import Geometry, InitializationParameters from utility import setup_logging_to_console # setting up the verbosity level of the log at console setup_logging_to_console(verbosity_level='info') # creating mesh Mesh = CartesianMesh(2, 2, 41, 41) # solid properties nu = 0.4 # Poisson's ratio youngs_mod = 3.3e10 # Young's modulus Eprime = youngs_mod / (1 - nu**2) # plain strain modulus K1c = 0 # Zero toughness case # material properties Solid = MaterialProperties(Mesh, Eprime, K1c) # injection parameters Q0 = np.asarray([[0.0, 50], [0.01, 0]]) # injection rate Injection = InjectionProperties(Q0, Mesh)
# imports
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(2.75, 2.4, 17, 35)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K_Ic = 0 # fracture toughness of the material
def sigmaO_func(x, y):
""" The function providing the confining stress"""
if abs(y) > 3:
return 7.5e6
else:
return 1e6
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# imports
import numpy as np
from scipy import interpolate
import os
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(0.6, 0.6, 41, 41)
# solid properties
Eprime = 10e9 # plain strain modulus
Kprime = 3.19e6
K_Ic = Kprime / (4 * np.sqrt(2 / np.pi)) # fracture toughness
# material properties
Solid = MaterialProperties(Mesh,
Eprime,
K_Ic)
Q0 = 0.005
Injection = InjectionProperties(Q0, Mesh)
# fluid properties
import numpy as np
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(0.15, [-0.175, 0.05], 47, 71)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e9 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
def sigmaO_func(x, y):
""" The function providing the confining stress"""
if y > 0.025:
return 11.2e6
elif y < -0.025:
return 5.0e6
else:
return 7.0e6
Created by Haseeb Zia on Fri March 13 2018.
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019.
All rights reserved. See the LICENSE.TXT file for more details.
"""
import numpy as np
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
# creating mesh
Mesh = CartesianMesh(0.065, 0.085, 31, 41)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e9 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
def sigmaO_func(x, y):
""" The function providing the confining stress"""
if y > 0.025:
return 11.2e6
elif y < -0.025:
return 5.0e6
else:
return 7.0e6
This file is part of PyFrac. Created by Haseeb Zia on Fri June 16 17:49:21 2017. Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019. All rights reserved. See the LICENSE.TXT file for more details. """ # local imports from mesh import CartesianMesh from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties from fracture import Fracture from controller import Controller from fracture_initialization import Geometry, InitializationParameters # creating mesh Mesh = CartesianMesh(0.3, 0.3, 41, 41, symmetric=True) # solid properties nu = 0.4 # Poisson's ratio youngs_mod = 3.3e10 # Young's modulus Eprime = youngs_mod / (1 - nu**2) # plain strain modulus K_Ic = 1e6 # fracture toughness Solid = MaterialProperties(Mesh, Eprime, K_Ic) # injection parameters Q0 = 0.001 # injection rate Injection = InjectionProperties(Q0, Mesh) # fluid properties Fluid = FluidProperties(viscosity=0)
def get_HF_analytical_solution(regime, variable, mat_prop, inj_prop, mesh=None, fluid_prop=None,
time_srs=None, length_srs=None, h=None, samp_cell=None, gamma=None):
if time_srs is None and length_srs is None:
raise ValueError('Either time series or lengths series is to be provided.')
if regime is 'E_K':
Kc_1 = mat_prop.Kc1
else:
Kc_1 = None
if regime is 'E_E':
Cij = mat_prop.Cij
else:
Cij = None
if regime is 'MDR':
density = fluid_prop.density
else:
density = None
if regime in ['M', 'MDR', 'Mt', 'PKN']:
if fluid_prop is None:
raise ValueError('Fluid properties required for ' + regime + ' type analytical solution')
muPrime = fluid_prop.muPrime
else:
muPrime = None
if samp_cell is None:
samp_cell = int(len(mat_prop.Kprime) / 2)
if time_srs is not None:
srs_length = len(time_srs)
else:
srs_length = len(length_srs)
mesh_list = []
return_list = []
for i in range(srs_length):
if length_srs is not None:
length = length_srs[i]
else:
length = None
if time_srs is not None:
time = time_srs[i]
else:
time = None
if variable in ['time', 't', 'width', 'w', 'net pressure', 'pn', 'front velocity', 'v']:
if mesh is None and variable in ['width', 'w', 'net pressure', 'pn']:
x_len, y_len = get_fracture_dimensions_analytical_with_properties(regime,
time_srs[i],
mat_prop,
inj_prop,
fluid_prop=fluid_prop,
h=h,
samp_cell=samp_cell,
gamma=gamma)
from mesh import CartesianMesh
mesh_i = CartesianMesh(x_len, y_len, 151, 151)
else:
mesh_i = mesh
mesh_list.append(mesh_i)
t, r, p, w, v, actvElts = HF_analytical_sol(regime,
mesh_i,
mat_prop.Eprime,
inj_prop.injectionRate[1, 0],
inj_point=inj_prop.sourceCoordinates,
muPrime=muPrime,
Kprime=mat_prop.Kprime[samp_cell],
Cprime=mat_prop.Cprime[samp_cell],
length=length,
t=time,
Kc_1=Kc_1,
h=h,
density=density,
Cij=Cij,
gamma=gamma,
required=required_string[variable])
if variable is 'time' or variable is 't':
return_list.append(t)
elif variable is 'width' or variable is 'w':
return_list.append(w)
elif variable is 'net pressure' or variable is 'pn':
return_list.append(p)
elif variable is 'front velocity' or variable is 'v':
return_list.append(v)
elif variable in ['front_dist_min', 'd_min', 'front_dist_max', 'd_max', 'front_dist_mean', 'd_mean',
'radius', 'r']:
x_len, y_len = get_fracture_dimensions_analytical_with_properties(regime,
time,
mat_prop,
inj_prop,
fluid_prop=fluid_prop,
h=h,
samp_cell=samp_cell,
gamma=gamma)
if variable is 'radius' or variable is 'r':
return_list.append(x_len)
elif variable is 'front_dist_min' or variable is 'd_min':
return_list.append(y_len)
elif variable is 'front_dist_max' or variable is 'd_max':
return_list.append(x_len)
elif variable is 'front_dist_mean' or variable is 'd_mean':
if regime in ('E_K', 'E_E'):
raise ValueError('Mean distance not available.')
else:
return_list.append(x_len)
else:
raise ValueError('The variable type is not correct or the analytical solution not available. Select'
' one of the following:\n'
'-- \'r\' or \'radius\'\n'
'-- \'w\' or \'width\'\n'
'-- \'pn\' or \'net pressure\'\n'
'-- \'v\' or \'front velocity\'\n'
'-- \'d_min\' or \'front_dist_min\'\n'
'-- \'d_max\' or \'front_dist_max\'\n'
'-- \'d_mean\' or \'front_dist_mean\'\n' )
return return_list, mesh_list
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019. All rights
reserved. See the LICENSE.TXT file for more details.
"""
import numpy as np
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from elasticity import load_isotropic_elasticity_matrix
# creating mesh
Mesh = CartesianMesh(3200, 2800, 83, 83)
# solid properties
nu = 0.25 # Poisson's ratio
youngs_mod = 1.125e9 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
def sigmaO_func(x, y):
""" This function provides the confining stress over the domain"""
density_high = 2700
density_low = 2300
layer = 1500
Ly = 2800
if y > layer:
return (Ly - y) * density_low * 9.8
This file is part of PyFrac. Created by Haseeb Zia on Fri June 16 17:49:21 2017. Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019. All rights reserved. See the LICENSE.TXT file for more details. """ # local imports from mesh import CartesianMesh from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties from fracture import Fracture from controller import Controller from fracture_initialization import Geometry, InitializationParameters # creating mesh Mesh = CartesianMesh(0.3, 0.3, 41, 41) # solid properties nu = 0.4 # Poisson's ratio youngs_mod = 3.3e10 # Young's modulus Eprime = youngs_mod / (1 - nu**2) # plain strain modulus K_Ic = 0.5 # fracture toughness # material properties Solid = MaterialProperties(Mesh, Eprime, K_Ic) # injection parameters Q0 = 0.001 # injection rate Injection = InjectionProperties(Q0, Mesh) # fluid properties
Created by Haseeb Zia on Fri June 16 17:49:21 2017.
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019. All rights
reserved. See the LICENSE.TXT file for more details.
"""
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
# creating mesh
Mesh = CartesianMesh(100, 150, 41, 61)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu ** 2) # plain strain modulus
K_Ic = 0.5 # fracture toughness
def sigmaO_func(x, y):
""" This function provides the confining stress over the domain"""
# only dependant on the depth
density = 2000
return -(y - 400) * density * 9.8
Created by Haseeb Zia on Aug 31 17:49:21 2017.
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019.
All rights reserved. See the LICENSE.TXT file for more details.
"""
import numpy as np
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
# creating mesh
Mesh = CartesianMesh(100, 60, 101, 81, symmetric=True)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
# the function below will make the fracture propagate a specific shape at large time (see Zia et al. IJF 2018)
# somehow "eye" like at large time
def K1c_func(alpha):
K1c_1 = 2.0e6 # fracture toughness along x-axis
K1c_2 = 3.0e6 # fracture toughness along y-axis
# the evolution between the 0 and 90 deg angle is a smooth Heaviside starting at "sharp" angle 3 pi/20
j = 3 * np.pi / 20
f = 1 / (1 + np.e**(-2 * 5 * (alpha - j)))
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
import math
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(0.65, 0.65, 69, 69)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu ** 2) # plain strain modulus
K_Ic1 = 5.6e6 # fracture toughness
def My_KIc_func(x, y):
""" The function providing the fracture toughness"""
return K_Ic1
# material properties
def sigmaO_func(x, y):
Created by Haseeb Zia on Fri June 16 17:49:21 2017.
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019.
All rights reserved. See the LICENSE.TXT file for more details.
"""
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from visualization import *
# creating mesh
Mesh = CartesianMesh(8, 4, 81, 41, symmetric=True)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
# the function below will make the fracture propagate in the form of an ellipse (see Zia and Lecampion 2018)
def K1c_func(alpha):
K1c_1 = 1.e6 # fracture toughness along x-axis
K1c_2 = 1.414e6 # fracture toughness along y-axis
beta = np.arctan((K1c_1 / K1c_2)**2 * np.tan(alpha))
return 4 * (2 / np.pi)**0.5 * K1c_2 * (
np.sin(beta)**2 + (K1c_1 / K1c_2)**4 * np.cos(beta)**2)**0.25
Created by Haseeb Zia on Fri June 16 17:49:21 2017.
Copyright (c) "ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE, Switzerland, Geo-Energy Laboratory", 2016-2019. All rights
reserved. See the LICENSE.TXT file for more details.
"""
import numpy as np
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
# creating mesh
Mesh = CartesianMesh(90, 66, 41, 27)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 4e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K_Ic = 5.0e5 # fracture toughness
def sigmaO_func(x, y):
""" This function provides the confining stress over the domain"""
if 0 < y < 7:
return 5.25e6
elif y < -50:
return 5.25e6
else:
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters, get_eliptical_survey_cells
from elasticity import load_isotropic_elasticity_matrix
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(115, 115, 51, 51)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K_Ic = 0.5 # fracture toughness
def sigmaO_func(x, y):
""" This function provides the confining stress over the domain"""
# only dependant on the depth
density = 2000
return -(y - 400) * density * 9.8
import numpy as np import os # local imports from mesh import CartesianMesh from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties from fracture import Fracture from controller import Controller from fracture_initialization import Geometry, InitializationParameters from utility import setup_logging_to_console # setting up the verbosity level of the log at console setup_logging_to_console(verbosity_level='info') # creating mesh Mesh = CartesianMesh(5, 5, 41, 41) # solid properties nu = 0.4 # Poisson's ratio youngs_mod = 3.3e10 # Young's modulus Eprime = youngs_mod / (1 - nu**2) # plain strain modulus K1c = 5e5 / (32 / np.pi)**0.5 # K' = 5e5 Cl = 0.5e-6 # Carter's leak off coefficient # material properties Solid = MaterialProperties(Mesh, Eprime, K1c, Carters_coef=Cl) # injection parameters Q0 = 0.01 # injection rate Injection = InjectionProperties(Q0, Mesh)
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(0.2, 0.2, 41, 41)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K1c = 5e5 / (32 / np.pi)**0.5 # K' = 5e5
Cl = 0.5e-6 # Carter's leak off coefficient
# material properties
Solid = MaterialProperties(Mesh,
Eprime,
K1c,
Carters_coef=Cl)
# injection parameters
import os
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from elasticity import load_isotropic_elasticity_matrix_toepliz
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='info')
# creating mesh
Mesh = CartesianMesh(425, [-425, 455], 13, 15)
# solid properties
nu = 0.25 # Poisson's ratio
youngs_mod = 1.125e9 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
def sigmaO_func(x, y):
""" This function provides the confining stress over the domain"""
density_high = 2700
density_low = 2300
layer = 2900
Ly = 3400
if y > layer:
return (Ly - y) * density_low * 9.8
import numpy as np # local imports from mesh import CartesianMesh from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties from fracture import Fracture from controller import Controller from fracture_initialization import Geometry, InitializationParameters from utility import setup_logging_to_console # setting up the verbosity level of the log at console setup_logging_to_console(verbosity_level='info') # creating mesh Mesh = CartesianMesh(6, 6, 41, 41) # solid properties nu = 0.4 # Poisson's ratio youngs_mod = 3.3e10 # Young's modulus Eprime = youngs_mod / (1 - nu**2) # plain strain modulus K_Ic = 1e7 # fracture toughness Solid = MaterialProperties(Mesh, Eprime, K_Ic, minimum_width=1e-9) # injection parameters Q0 = 0.001 # injection rate Injection = InjectionProperties(Q0, Mesh) # fluid properties viscosity = 1.1e-3
All rights reserved. See the LICENSE.TXT file for more details.
"""
# local imports
from mesh import CartesianMesh
from properties import MaterialProperties, FluidProperties, InjectionProperties, SimulationProperties
from fracture import Fracture
from controller import Controller
from fracture_initialization import Geometry, InitializationParameters
from utility import setup_logging_to_console
# setting up the verbosity level of the log at console
setup_logging_to_console(verbosity_level='debug')
# creating mesh
Mesh = CartesianMesh(0.25, 0.15, 69, 39)
# solid properties
nu = 0.4 # Poisson's ratio
youngs_mod = 3.3e10 # Young's modulus
Eprime = youngs_mod / (1 - nu**2) # plain strain modulus
K_Ic1 = 5.6e6 # fracture toughness
def My_KIc_func(x, y):
""" The function providing the fracture toughness"""
if x < 0.2:
return K_Ic1
else:
return K_Ic1 * 3.6