def __init__(self, raw, seg, gt=None, patchSize=[100, 100], **kwargs):
#raw input data
self.raw = numpy.squeeze(raw)
self.seg = numpy.squeeze(seg)
self.gt = numpy.squeeze(gt)
# shorthands
self.shape = self.raw.shape
# settings
self.patchSize = patchSize
# apply paddings
ps = self.patchSize
padding = ((ps[0], ps[0]), (ps[1], ps[1]))
pad = partial(numpy.pad, pad_width=padding)
self.paddingMask = pad(numpy.zeros(self.shape),
mode='constant',
constant_values=1)
self.paddedRaw = pad(self.raw, mode='reflect')
self.paddedSeg = vigra.analysis.labelImage(
pad(self.seg, mode='reflect')).squeeze()
self.paddedGt = None
if self.gt is not None:
self.paddedGt = vigra.analysis.labelImage(
pad(self.gt, mode='reflect')).squeeze()
#self.paddedGt = pad(self.gt + 1, mode='constant', constant_values=0)
# compute cgp
self.tGrid = ncgp.TopologicalGrid2D(self.paddedSeg)
self.tShape = self.tGrid.topologicalGridShape
self.numberOfCells = self.tGrid.numberOfCells
self.fGrid = ncgp.FilledTopologicalGrid2D(self.tGrid)
self.cellGrids = [
self.fGrid.cellMask([1, 0, 0]),
self.fGrid.cellMask([0, 1, 0]), None
]
self.cellGrids[0][
self.cellGrids[0] != 0] -= self.fGrid.cellTypeOffset[0]
self.cellGrids[1][
self.cellGrids[1] != 0] -= self.fGrid.cellTypeOffset[1]
self.cellMasks = [numpy.clip(x, 0, 1)
for x in self.cellGrids[0:2]] + [None]
rawT = vigra.sampling.resize(self.paddedRaw, self.tShape)
#rawT[self.cellMasks[1]!=0] = 0
self.cellsBounds = self.tGrid.extractCellsBounds()
self.cellsGeometry = self.tGrid.extractCellsGeometry(fill=True)
self.cells1Bounds = self.cellsBounds[1]
self.cells1Geometry = self.cellsGeometry[1]
# center of mass
self.cell1CentersOfMass = self.cells1Geometry.centersOfMass()
print(self.cell1CentersOfMass)
# compute gt
ol = Overlap(self.numberOfCells[2], self.paddedSeg, self.paddedGt)
cell1Probs = ol.differentOverlaps(numpy.array(self.cells1Bounds))
with nifty.Timer("makeCellImage"):
probImg = ncgp.makeCellImage(rawT, self.cellGrids[1],
cell1Probs * 255.0)
vigra.imshow(probImg.astype('uint8'), cmap='gist_heat')
vigra.show()
if False:
vigra.imshow(self.paddingMask)
vigra.show()
vigra.imshow(self.paddedRaw)
vigra.show()
vigra.segShow(self.paddedRaw, self.paddedSeg)
vigra.show()
vigra.segShow(self.paddedRaw, self.paddedGt)
vigra.show()
class EcologyCore:
# Variables
logger = logging.getLogger(__name__)
time = [ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer()]
DT = 24*3600.*10#0.05
# Methods
def __init__(self, input):
self.input = input
return
def main(self, components, ws, Kv, Kh, Csea, QC, S, Gamma, Gamma_factor, source):
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
taumax = self.input.v('taumax') or 1
if False:#hasattr(self, 'X'): #DEBUG
X = self.X
spinup = False
else:
X = np.zeros((jmax+1, len(components)))
spinup = True
# time integration and initial condition
Chat_prim = np.zeros((jmax+1, kmax+1, len(components)))
Chat_int = np.zeros((jmax+1, len(components)))
Ts = np.zeros((jmax+1, len(components)))
Fs = np.zeros((jmax+1, len(components)))
Hs = np.zeros((jmax+1, len(components)))
Chat = np.zeros((jmax+1, kmax+1, len(components)))
################################################################################################################
# Compute transport rates & potential concentrations
################################################################################################################
dc = self.input.slice('grid')
for i, comp_name in enumerate(components):
T, F, Hs[:, i], Chat[:, :, i] = self.component(ws[i], Kv[i], Kh[i])
dc.merge({comp_name: {'T': T}})
dc.merge({comp_name: {'F': F}})
Ts[:, i] = dc.v(comp_name, 'T', range(0, jmax+1))
Fs[:, i] = dc.v(comp_name, 'F', range(0, jmax+1))
# integrals
Chat_prim[:, :, i] = -ny.primitive(np.real(Chat[:, :, i]), 'z', 0, kmax, self.input.slice('grid')) # primitive counted from surface
Chat_int[:, i] = np.sum(Chat_prim[:, :, i], axis=1)
## process growth function so that no duplicate computations are done
Gamma_flat = [item for sublist in Gamma for item in sublist]
Gamma_list = list(set(Gamma_flat))
Gamma_index = [[Gamma_list.index(i) for i in j] for j in Gamma]
################################################################################################################
# Initial conditions
################################################################################################################
if spinup:
for i, comp_name in enumerate(components):
if i==0:
P0 = Csea[i]*np.exp(-10*np.linspace(0, 1, jmax+1))
H = self.input.v('grid', 'low', 'z', range(0, jmax+1)) - self.input.v('grid', 'high', 'z', range(0, jmax+1))
X[:, i] = P0/np.real(ny.integrate(Chat[:, :, i], 'z', kmax, 0, self.input.slice('grid'))[:, 0])*H
else:
# initial condition (equilibrium without growth)
integrand = ny.integrate(Ts[:, i]/(Fs[:, i]), 'x', 0, range(0, jmax+1), self.input.slice('grid'))
P = QC[i]/(Fs[:, i])*np.exp(integrand.reshape((jmax+1, 1))*np.ones((1, jmax+1))-integrand.reshape((1, jmax+1)))
Pint = ny.integrate(P.reshape((jmax+1, 1, 1, jmax+1)), 'x', 0, range(0, jmax+1), self.input.slice('grid'))
Pint = Pint[range(0, jmax+1), 0, 0, range(0, jmax+1)]
C0 = np.exp(-integrand)*Csea[i] + Pint
X[:, i] = C0/Chat_int[:, i]*H
self.Xprev = np.ones(X.shape)*np.inf
################################################################################################################
# Time integration
################################################################################################################
init_growth = True
ctd = True
# set time step
if not spinup and self.input.v('dtau'):
dtau = self.input.v('dtau')*24*3600.
tau = np.linspace(0, dtau, np.ceil(dtau/self.DT)+1)
i_tau_now = 0
dt = tau[1]-tau[0]
else:
dt = self.DT
spinup = True
# run time stepping
dind = 0 # index for the iteration number
self.dif_prev = np.inf # difference in previous step (only in spin-up)
while ctd:
dind +=1
## Growth functions
Gamma_eval = [fun(Chat, Chat_prim, Chat_int, X[:, :], init_growth) for fun in Gamma_list]
init_growth = False
Gamma_sum = [self.sumdict(copy(j)) for j in Gamma_eval]
Gamma = [[Gamma_sum[i] for i in j] for j in Gamma_index]
for i, comp_name in enumerate(components):
G = sum([a*b for a,b in zip(Gamma_factor[i], Gamma[i])])
G += source[:, i]
X[:, i] = cSolverTime(Ts[:, i], Fs[:, i], np.zeros(jmax+1), G, Hs[:, i], Hs[:, i]*X[:, i], X[0, i], 'flux', QC[i], dt, X[:, i], self.input)
if spinup:
dif = self.DT/dt*np.linalg.norm((X - self.Xprev)/(X+0.001*np.max(X)), np.inf)
print dind, dif
## DEBUG
# if np.max(X[:, 0]) > 50/1000. and dind > 100:
# print 'exit simulation; non-realistic result'
# ctd = False
# X = np.nan*X
## END
# print dif
if dif < 10**-5 or dind>2000:#10**-8:
ctd = False
elif self.dif_prev < dif and dind > 100: # adjust time step if diffence increases after 200th iteration (only in spin-up)
dt = dt/2.
dind = 0
print 'timestep: ' + str(dt)
else:
self.Xprev = copy(X)
self.dif_prev = dif
else:
i_tau_now += 1
if i_tau_now == len(tau)-1:
ctd = False
################################################################################################################
## Return
################################################################################################################
self.X = copy(X)
Gamma = [[Gamma_eval[i] for i in j] for j in Gamma_index]
# Gamma2 = [0]*len(Gamma)
# for i in range(0, len(Gamma)):
# for j in range(1, len(Gamma[i])):
# mergeDicts(Gamma[i][0], Gamma[i][j])
# Gamma2[i] = Gamma[i][0]
d = {}
d['Ceco'] = {}
d['Teco'] = {}
d['Feco'] = {}
d['Geco'] = {}
for i, comp_name in enumerate(components):
d['Ceco'][comp_name] = Chat[:, :, i]*X[:, i].reshape(jmax+1, 1)
d['Geco'][comp_name] = {}
for j in range(0, len(Gamma[i])):
d['Geco'][comp_name].update(Gamma[i][j])
# d['Geco'][comp_name] = mergeDicts(d['Geco'][comp_name], Gamma[i][j])
d['Teco'][comp_name] = dc.data[comp_name]['T']
d['Feco'][comp_name] = dc.data[comp_name]['F']
return d
def update(self, dlist_old, dlist_new):
return [mergeDicts(dlist_old[j], dlist_new[j]) for j in range(0, len(dlist_old))]
def sumdict(self, d):
for k in d.keys():
if isinstance(d[k], dict):
d[k] = self.sumdict(d[k])
return sum(d.values())
def component(self, ws, Kv, Kh):
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
z = ny.dimensionalAxis(self.input.slice('grid'), 'z')[:, :, 0]
depth = (self.input.v('grid', 'low', 'z', range(0, jmax+1)) - self.input.v('grid', 'high', 'z', range(0, jmax+1))).reshape((jmax+1, 1))
B = self.input.v('B', range(0, jmax+1))
u0 = self.input.v('u0', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1))
w0 = self.input.v('w0', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1))
zeta0 = self.input.v('zeta0', range(0, jmax+1), [0], range(0, fmax+1))
################################################################################################################
# Leading order
################################################################################################################
Chat = np.zeros((jmax+1, kmax+1, fmax+1), dtype=complex)
if ws[0,0] != 0:
k = depth*ws[:, [-1]]/Kv[:, [-1]]*(1-np.exp(-ws[:, [-1]]/Kv[:, [-1]]*depth))**-1.
else:
k = 1
Chat[:, :, 0] = k*np.exp(-ws[:, [-1]]/Kv[:, [-1]]*(z+depth)) # k is such that depth-av Chat = 1.
Chatx = ny.derivative(Chat, 'x', self.input.slice('grid'))
Chatz = -(ws[:, [-1]]/Kv[:, [-1]]).reshape((jmax+1, 1, 1))*Chat
################################################################################################################
# First order
################################################################################################################
F = np.zeros((jmax+1, kmax+1, 2*fmax+1, 2), dtype=complex)
Fsurf = np.zeros((jmax+1, 1, 2*fmax+1, 2), dtype=complex)
Fbed = np.zeros((jmax+1, 1, 2*fmax+1, 2), dtype=complex)
## forcing terms
# advection
F[:, :, fmax:, 0] = -ny.complexAmplitudeProduct(u0, Chatx, 2) - ny.complexAmplitudeProduct(w0, Chatz, 2)
F[:, :, fmax:, 1] = -ny.complexAmplitudeProduct(u0, Chat, 2)
## solve
Chat1, _ = pFunction(1, ws, Kv, F[:, :, fmax+1], Fsurf[:, :, fmax+1], Fbed[:, :, fmax+1], self.input)
Chat1 = ny.eliminateNegativeFourier(Chat1, 2)
################################################################################################################
# Closure
################################################################################################################
# transport
T = {}
T['adv'] = {}
T['adv']['tide'] = np.real(ny.integrate(ny.complexAmplitudeProduct(u0, Chat1[:, :, :, 0], 2), 'z', kmax, 0, self.input.slice('grid'))[:, 0, 0]*B)
for key in self.input.getKeysOf('u1'):
utemp = self.input.v('u1', key, range(0, jmax+1), range(0, kmax+1), range(0, fmax+1))
try:
T['adv'][key] += np.real(ny.integrate(ny.complexAmplitudeProduct(utemp, Chat, 2), 'z', kmax, 0, self.input.slice('grid'))[:, 0, 0]*B)
except:
T['adv'][key] = np.real(ny.integrate(ny.complexAmplitudeProduct(utemp, Chat, 2), 'z', kmax, 0, self.input.slice('grid'))[:, 0, 0]*B)
T['dif'] = - np.real(ny.integrate(ny.complexAmplitudeProduct(Kh, Chatx, 2), 'z', kmax, 0, self.input.slice('grid'))[:, 0, 0]*B)
T['noflux'] = np.real(ny.complexAmplitudeProduct(ny.complexAmplitudeProduct(u0[:, [0], :], Chat[:, [0], :], 2), zeta0, 2)[:, 0, 0]*B)
F = {}
F['adv'] = {}
F['adv']['tide'] = np.real(ny.integrate(ny.complexAmplitudeProduct(u0, Chat1[:, :, :, -1], 2), 'z', kmax, 0, self.input.slice('grid'))[:, 0, 0]*B)
F['dif'] = - np.real(Kh[:, 0]*depth[:, 0]*B)
H1 = np.real(depth[:, 0]*B)
return T, F, H1, Chat[:, :, 0]
class DynamicAvailability(EquilibriumAvailability):
# Variables
logger = logging.getLogger(__name__)
theta = 1. # theta=0 is Forward Euler, theta=1 is Backward Euler and theta=0.5 is Crank-Nicolson
TOL = 1.e-10
MAXITER = 100
timer = ny.Timer()
# Methods
def __init__(self, input):
EquilibriumAvailability.__init__(self, input)
self.input = input
return
def run(self):
""" """
self.logger.info('Running module DynamicAvailability_upwind')
################################################################################################################
# Init
################################################################################################################
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
self.x = ny.dimensionalAxis(self.input.slice('grid'), 'x')[:, 0, 0]
self.dx = (self.x[1:] - self.x[:-1])
self.zarr = ny.dimensionalAxis(self.input.slice('grid'), 'z')[:, :, 0]
self.B = self.input.v('B', range(0, jmax + 1))
self.Bx = self.input.d('B', range(0, jmax + 1), dim='x')
self.Kh = self.input.v('Kh')
self.u0tide_bed = self.input.v('u0', 'tide', range(0, jmax + 1), kmax,
1)
c00 = np.real(
self.input.v('hatc0', range(0, jmax + 1), range(0, kmax + 1), 0))
c04 = np.abs(
self.input.v('hatc0', range(0, jmax + 1), range(0, kmax + 1), 2))
c04_int = np.trapz(c04, x=-self.zarr)
hatc2 = np.abs(
self.input.v('hatc2', range(0, jmax + 1), range(0, kmax + 1), 0))
alpha1 = np.trapz(c00 + hatc2, x=-self.zarr, axis=1)
if alpha1[-1] == 0:
alpha1[-1] = alpha1[-2]
alpha2 = c04_int / alpha1 + 1e-3
## load time series Q
t = self.interpretValues(self.input.v('t'))
toutput = self.interpretValues(self.input.v('toutput'))
toutput[0] = t[
0] # correct output time; first time level is always equal to initial computation time
Qarray = self.interpretValues(self.input.v('Q1'))
if len(Qarray) != len(t):
from src.util.diagnostics.KnownError import KnownError
raise KnownError(
'Length of Q does not correspond to length of time array.')
################################################################################################################
# Compute transport, source and BC
################################################################################################################
## Transport
d = self.compute_transport()
dc = DataContainer(d)
# change size of those components that depend on the river discharge and put init value in first element
T_r = copy(dc.v('T', 'river', range(0, jmax + 1)))
T_rr = copy(dc.v('T', 'river_river', range(0, jmax + 1)))
T_dr = copy(dc.v('T', 'diffusion_river', range(0, jmax + 1)))
F_dr = dc.v('F', 'diffusion_river', range(0, jmax + 1))
d['T']['river'] = np.zeros((jmax + 1, 1, 1, len(toutput)))
d['T']['river'][:, 0, 0, 0] = T_r
d['T']['river_river'] = np.zeros((jmax + 1, 1, 1, len(toutput)))
d['T']['river_river'][:, 0, 0, 0] = T_rr
d['T']['diffusion_river'] = np.zeros((jmax + 1, 1, 1, len(toutput)))
d['T']['diffusion_river'][:, 0, 0, 0] = T_dr
d['F']['diffusion_river'] = np.zeros((jmax + 1, 1, 1, len(toutput)))
d['F']['diffusion_river'][:, 0, 0, 0] = F_dr
T = dc.v('T', range(0, jmax + 1), 0, 0, 0)
F = dc.v('F', range(0, jmax + 1), 0, 0, 0)
## Source
G = self.compute_source() #NB does not change over long time scale
## Seaward boundary condition
if self.input.v('sedbc') == 'csea':
csea = self.input.v('csea')
fsea = csea / alpha1[0] * (
self.input.v('grid', 'low', 'z', 0) -
self.input.v('grid', 'high', 'z', 0)
) #NB does not change over long time scale
else:
from src.util.diagnostics.KnownError import KnownError
raise KnownError(
'incorrect seaward boundary type (sedbc) for sediment module')
## compute TQ, uQ, hatc2Q: quantities relative to the river discharge
u1river = np.real(
self.input.v('u1', 'river', range(0, jmax + 1), range(0, kmax + 1),
0))
Q_init = -np.trapz(u1river[-1, :], x=-self.zarr[-1, :]) * self.B[
-1] # initial discharge
self.TQ = T_r / Q_init # river transport per discharge unit
self.uQ = u1river / Q_init # river velocity per discharge unit
################################################################################################################
# Initialise X = (f, S)
################################################################################################################
if self.input.v('initial') == 'erodibility':
finit = self.input.v('finit', range(0, jmax + 1))
Sinit = self.init_stock(finit, alpha1, alpha2)
elif self.input.v('initial') == 'stock':
Sinit = self.input.v('Sinit', range(0, jmax + 1))
finit = self.erodibility_stock_relation(alpha2, Sinit / alpha1)
elif self.input.v('initial') == 'equilibrium':
_, finit, _ = self.availability(F, T, G, alpha1, alpha2)
Sinit = self.init_stock(finit, alpha1, alpha2)
else:
from src.util.diagnostics.KnownError import KnownError
raise KnownError(
'incorrect initial value for sediment module. Use erodibility, stock or equilibrium'
)
X = np.concatenate((finit, Sinit))
f = np.zeros((jmax + 1, 1, 1, len(toutput)))
S = np.zeros((jmax + 1, 1, 1, len(toutput)))
f[:, 0, 0, 0] = finit
S[:, 0, 0, 0] = Sinit
################################################################################################################
# Time integrator
################################################################################################################
T_base = dc.v('T', range(0, jmax + 1), 0, 0, 0) - dc.v(
'T', 'river', range(0, jmax + 1), 0, 0, 0) - dc.v(
'T', 'river_river', range(0, jmax + 1), 0, 0, 0) - dc.v(
'T', 'diffusion_river', range(0, jmax + 1), 0, 0, 0)
F_base = dc.v('F', range(0, jmax + 1), 0, 0, 0) - dc.v(
'F', 'diffusion_river', range(0, jmax + 1), 0, 0, 0)
# loop
self.timer.tic()
qq = 1 # counter for saving
for i, Q in enumerate(Qarray[1:]):
# quantities at old time step
Told = copy(T)
Fold = copy(F)
alpha1old = copy(alpha1)
alpha2old = copy(alpha2)
# Update transport terms and hatc2 & load new transport terms
T_riv, T_rivriv, T_difriv, F_difriv = self.update_transport(Q)
ur = self.uQ[:, -1] * Q
hatc2 = self.update_hatc2(ur)
T = T_base + T_riv + T_rivriv + T_difriv
F = F_base + F_difriv
# Make one time step and iterate over non-linearity
self.dt = t[i + 1] - t[i]
alpha1 = np.trapz(c00 + hatc2, x=-self.zarr, axis=1)
if alpha1[-1] == 0:
alpha1[-1] = alpha1[-2]
alpha2 = c04_int / alpha1 + 1e-3
X = self.timestepping(T, F, alpha1, alpha2, Told, Fold, alpha1old,
alpha2old, X, fsea, G)
# save output on output timestep
if t[i + 1] >= toutput[qq]:
toutput[qq] = t[
i +
1] # correct output time to real time if time step and output time do not correspond
d['T']['river'][:, 0, 0, qq] = T_riv
d['T']['river_river'][:, 0, 0, qq] = T_rivriv
d['T']['diffusion_river'][:, 0, 0, qq] = T_difriv
d['F']['diffusion_river'][:, 0, 0, qq] = F_difriv
f[:, 0, 0, qq] = X[:jmax + 1]
S[:, 0, 0, qq] = X[jmax + 1:]
qq += 1
qq = np.minimum(qq, len(toutput) - 1)
# display progress
if i % np.floor(len(Qarray[1:]) / 100.) == 0:
percent = float(i) / len(Qarray[1:])
hashes = '#' * int(round(percent * 10))
spaces = ' ' * (10 - len(hashes))
sys.stdout.write("\rProgress: [{0}]{1}%".format(
hashes + spaces, int(round(percent * 100))))
sys.stdout.flush()
sys.stdout.write('\n')
self.timer.toc()
self.timer.disp('time integration time')
################################################################################################################
# Prepare output
################################################################################################################
d['f'] = f
d['a'] = S
fx = np.gradient(f, self.x, axis=0, edge_order=2)
hatc0 = self.input.v('hatc0', 'a', range(0, jmax + 1),
range(0, kmax + 1), range(0, fmax + 1), [0])
hatc1 = self.input.v('hatc1', 'a', range(0, jmax + 1),
range(0, kmax + 1), range(0, fmax + 1), [0])
hatc1x = self.input.v('hatc1', 'ax', range(0, jmax + 1),
range(0, kmax + 1), range(0, fmax + 1), [0])
hatc2 = self.input.v('hatc2', 'a', range(0, jmax + 1),
range(0, kmax + 1), range(0, fmax + 1), [0])
d['c0'] = hatc0 * f
d['c1'] = hatc1 * f + hatc1x * fx
d['c2'] = hatc2 * f
d['t'] = toutput
return d
def update_transport(self, Q):
"""Update transport terms T and F for time dependent river discharge forcing Q.
Parameters:
Q - river discharge Q
Returns:
T - advection function
F - diffusion function
A - variable appearing the the Exner equation, i.e. A = (BF)_x / B
C20 - second-order sediment concentration
"""
# T - river
T_riv = self.TQ * Q
# T - river_river
ur = self.uQ * Q
hatc2 = self.update_hatc2(ur[:, -1])
T_rivriv = np.real(np.trapz(ur * hatc2, x=-self.zarr, axis=1))
# T - diffusion river
hatc2x = np.gradient(hatc2, self.x, axis=0, edge_order=2)
T_difriv = -self.Kh * np.real(np.trapz(hatc2x, x=-self.zarr, axis=1))
# F - diffusion river
F_difriv = -self.Kh * np.real(np.trapz(hatc2, x=-self.zarr, axis=1))
return T_riv, T_rivriv, T_difriv, F_difriv
def update_hatc2(self, u_riv_bed):
"""Update shear stress for hatc2 based on varying river discharge"""
jmax = self.input.v('grid', 'maxIndex', 'x')
RHOS = self.input.v('RHOS')
RHO0 = self.input.v('RHO0')
DS = self.input.v('DS')
GPRIME = self.input.v('G') * (RHOS - RHO0) / RHO0 #
HR = (self.input.v('H', range(0, jmax + 1)).reshape(jmax + 1, 1) +
self.input.v('R', range(0, jmax + 1)).reshape(jmax + 1, 1))
WS = self.input.v('ws0', range(0, jmax + 1), [0], 0)
Kv0 = self.input.v('Kv', range(0, jmax + 1), 0, 0).reshape(jmax + 1, 1)
if self.input.v('friction') is not None:
sf = self.input.v(self.input.v('friction'), range(0, jmax + 1), 0,
0).reshape(jmax + 1, 1)
else:
sf = self.input.v('Roughness', range(0, jmax + 1), 0,
0).reshape(jmax + 1, 1)
finf = self.input.v('finf')
# shear stress
T = np.linspace(0, 2 * np.pi, 100)
utid = np.zeros((jmax + 1, len(T)), dtype='complex')
ucomb = np.zeros((jmax + 1, len(T)), dtype='complex')
for i, t in enumerate(T):
utid[:, i] = 0.5 * (self.u0tide_bed * np.exp(1j * t) +
np.conj(self.u0tide_bed) * np.exp(-1j * t))
ucomb[:, i] = u_riv_bed + 0.5 * (self.u0tide_bed * np.exp(
1j * t) + np.conj(self.u0tide_bed) * np.exp(-1j * t))
uabs_tid = np.mean(np.abs(utid), axis=1)
uabs_tot = np.mean(np.abs(ucomb), axis=1)
uabs_eps = (uabs_tot - uabs_tid).reshape(jmax + 1, 1)
# erosion
if self.input.v('erosion_formulation') == 'Partheniades':
Ehat = finf * sf * (uabs_eps) * RHO0
else:
Ehat = (WS * finf * RHOS * sf / (GPRIME * DS)) * (uabs_eps)
hatc2 = np.real(Ehat / WS * np.exp(-WS * (HR + self.zarr) / Kv0))
return hatc2
def init_stock(self, f, alpha1, alpha2):
"""Compute stock given f, alpha1 and alpha2.
For f=1, S equals Smax, which is S corresponding to f=0.999.
"""
# Establish initial minimum stock Smax, such that f=0.999
Smax = np.array([0.999]) # initial guess
F = self.erodibility_stock_relation(alpha2[[0]], Smax) - np.array(
[0.999])
while max(abs(F)) > 10**-4:
dfdS = self.erodibility_stock_relation_der(alpha2[[0]], Smax)
Smax = Smax - F / dfdS
F = self.erodibility_stock_relation(alpha2[[0]], Smax) - np.array(
[0.999])
# Newton-Raphson iteration towards actual Shat
# init
Shat = f
F = self.erodibility_stock_relation(alpha2, Shat) - f
i = 0
while max(abs(F)) > self.TOL and i < 50:
i += 1
dfdS = self.erodibility_stock_relation_der(alpha2, Shat)
Shat = Shat - F / (dfdS + 10**-12)
F = self.erodibility_stock_relation(alpha2, Shat) - f
if i == 50:
f = self.erodibility_stock_relation(alpha2, Shat)
Shat = np.minimum(Shat, Smax)
return Shat * alpha1
def timestepping(self, T, F, alpha1, alpha2, Told, Fold, alpha1old,
alpha2old, Xold, fsea, G):
""" """
jmax = self.input.v('grid', 'maxIndex', 'x')
A = np.zeros((4, jmax + 1))
rhs = np.zeros((jmax + 1))
Sold = Xold[jmax + 1:]
hatSold = Sold / alpha1old
fold = Xold[:jmax + 1]
h = self.erodibility_stock_relation(alpha2old, hatSold)
hder = self.erodibility_stock_relation_der(alpha2old, hatSold)
hda2 = self.erodibility_stock_relation_da2(alpha2old, hatSold)
beta = h - hder * hatSold + hda2 * (alpha2 - alpha2old)
Tx = np.gradient(T, self.x, edge_order=2)
Fx = np.gradient(F, self.x, edge_order=2)
dif = self.B * F
adv = self.B * T + self.Bx * F + self.B * Fx
BTx = self.B * Tx + self.Bx * T
Txold = np.gradient(Told, self.x, edge_order=2)
Fxold = np.gradient(Fold, self.x, edge_order=2)
dif_old = self.B * Fold
adv_old = self.B * Told + self.Bx * Fold + self.B * Fxold
BTx_old = self.B * Txold + self.Bx * Told
# interior
A[0, 2:] = +self.theta * np.minimum(adv[1:-1], 0) * hder[2:] / (
alpha1[2:] * self.dx[1:]) + self.theta * dif[1:-1] / (
0.5 * (self.dx[1:] +
self.dx[:-1])) * hder[2:] / alpha1[2:] / self.dx[1:]
A[1, 1:-1] = self.B[1:-1]/self.dt + self.theta*BTx[1:-1]*hder[1:-1]/alpha1[1:-1] + \
self.theta*np.maximum(adv[1:-1], 0)*hder[1:-1]/(alpha1[1:-1]*self.dx[:-1]) - self.theta*np.minimum(adv[1:-1], 0)*hder[1:-1]/(alpha1[1:-1]*self.dx[1:]) \
- self.theta*dif[1:-1]/(0.5*(self.dx[1:]+self.dx[:-1]))*hder[1:-1]/alpha1[1:-1]*(1./self.dx[1:]+1./self.dx[:-1])
A[2, :-2] = -self.theta * np.maximum(adv[1:-1], 0) * hder[:-2] / (
alpha1[:-2] * self.dx[:-1]) + self.theta * dif[1:-1] / (
0.5 * (self.dx[1:] +
self.dx[:-1])) * hder[:-2] / alpha1[:-2] / self.dx[:-1]
rhs[1:-1] = self.B[1:-1]/self.dt*Sold[1:-1] - self.theta*BTx[1:-1]*beta[1:-1] - self.theta*np.maximum(adv[1:-1], 0)*(beta[1:-1]-beta[:-2])/self.dx[:-1] - self.theta*np.minimum(adv[1:-1], 0)*(beta[2:]-beta[1:-1])/self.dx[1:] \
-self.theta*dif[1:-1]*((beta[2:]-beta[1:-1])/self.dx[1:] - (beta[1:-1]-beta[:-2])/self.dx[:-1])/(0.5*(self.dx[1:]+self.dx[:-1])) \
+ (1-self.theta) * (-BTx_old[1:-1]*fold[1:-1] - np.maximum(adv_old[1:-1], 0)*(fold[1:-1]-fold[:-2])/self.dx[:-1] - np.minimum(adv_old[1:-1], 0)*(fold[2:]-fold[1:-1])/self.dx[1:] \
-dif_old[1:-1]*((fold[2:]-fold[1:-1])/self.dx[1:] - (fold[1:-1]-fold[:-2])/self.dx[:-1])/(0.5*(self.dx[1:]+self.dx[:-1])))
rhs[1:-1] += -self.B[1:-1] * G[1:-1]
# Quick fix for ensuring positivity (Patankar, 1980); could be neater for greater accuracy
A[1, 1:-1] += -np.minimum(rhs[1:-1], 0) / (Sold[1:-1] + 1.e-6)
rhs[1:-1] = np.maximum(rhs[1:-1], 0)
# Boundaries
# x=0
if hder[0] == 0:
A[1, 0] = 1
rhs[0] = Sold[0]
else:
A[1, 0] = hder[0] / alpha1[0]
rhs[0] = fsea - h[0] + hder[0] * hatSold[0]
# x=L
if hder[-1] == 0:
A[1,
-1] = 1 # TODO - needs correction; VIOLATION OF MASS BALANCE. This line will only apply in case Q1 = 0
rhs[-1] = Sold[-1]
self.logger.warning(
'f=1 at upstream boundary. The code is not correct for this case and mass balance may be violated. Please investigate.'
)
else:
A[1, -1] = self.B[-1] * T[-1] * hder[-1] / alpha1[
-1] + 3. / 2. * self.B[-1] * F[-1] * hder[-1] / alpha1[
-1] / self.dx[-1]
A[2, -2] = -2. * self.B[-1] * F[-1] * hder[-2] / alpha1[
-2] / self.dx[-1]
A[3, -3] = 0.5 * self.B[-1] * F[-1] * hder[-3] / alpha1[
-3] / self.dx[-1]
rhs[-1] = -self.B[-1] * T[-1] * beta[-1] - self.B[-1] * F[-1] * (
3. / 2. * beta[-1] - 2. * beta[-2] +
0.5 * beta[-3]) / self.dx[-1]
rhs[-1] += -self.B[-1] * G[-1]
# alternative first order
# A[1, -1] = self.B[-1]*T[-1]*hder[-1]/alpha1[-1] + self.B[-1]*F[-1]*hder[-1]/alpha1[-1]/self.dx[-1]
# A[2, -2] = -1.*self.B[-1]*F[-1]*hder[-2]/alpha1[-2]/self.dx[-1]
# rhs[-1] = -self.B[-1]*T[-1]*beta[-1] - self.B[-1]*F[-1]*(1*beta[-1] - 1.*beta[-2])/self.dx[-1]
# rhs[-1] += self.B[-1]*G[-1]
try:
S = scipy.linalg.solve_banded((2, 1),
A,
rhs,
overwrite_ab=False,
overwrite_b=False)
except:
print Xold[:jmax + 1]
raise KnownError('Time integration failed.')
f = self.erodibility_stock_relation(alpha2, S / alpha1)
X = np.concatenate((f, S), axis=0)
return X
def interpretValues(self, values):
"""inpterpret values on input as space-separated list or as pure python input
Parameters
values - values to evaluate
Returns:
values - evaluated values
"""
values = toList(values)
# case 1: pure python: check for (, [, range, np.arange
# merge list to a string
valString = ' '.join([str(f) for f in values])
# try to interpret as python string
if any([i in valString for i in ['(', '[', ',', '/', '*', '+', '-']]):
try:
valuespy = None
exec('valuespy =' + valString)
return valuespy
except Exception as e:
try:
errorString = ': ' + e.message
except:
errorString = ''
raise KnownError(
'Failed to interpret input as python command %s in input: %s'
% (errorString, valString), e)
# case 2: else interpret as space-separated list
else:
return values
blocking = nifty.tools.blocking(roiBegin=[0] * 3,
roiEnd=shape,
blockShape=blockShape)
numberOfBlocks = blocking.numberOfBlocks
nThreads = 40
if True:
# now the same in python
h5File = h5py.File(fileName, 'r')
array = h5File[dsetName]
lock = threading.Lock()
with nifty.Timer("python"):
val = long(0)
def f(blockIndex):
global val
block = blocking.getBlock(blockIndex)
b, e = block.begin, block.end
with lock:
subarray = array[b[0]:e[0], b[1]:e[1], b[2]:e[2]]
_val = subarray[0, 0, 0]
val += long(_val)
nifty.tools.parallelForEach(range(numberOfBlocks),
f=f,
nWorkers=nThreads)
affinities = numpy.require(affinities, dtype='float32', requirements=['C'])
# load raw
import skimage.io
raw_path = "/home/tbeier/src/nifty/src/python/examples/multicut/NaturePaperDataUpl/ISBI2012/raw_test.tif"
#raw_path = '/home/tbeier/src/nifty/mysandbox/NaturePaperDataUpl/ISBI2012/raw_test.tif'
raw = skimage.io.imread(raw_path)
raw = raw[z, 0:w, 0:w]
isMergeEdgeOffset = numpy.zeros(offsets.shape[0], dtype='bool')
isMergeEdgeOffset[0:2] = True
if True:
affinities = vigra.gaussianSmoothing(vigra.taggedView(affinities, 'xyc'),
0.2)
with nifty.Timer("jay"):
nodeSeg = nifty.graph.agglo.pixelWiseFixation2D(
mergePrios=(
1.0 - affinities
), #vigra.gaussianSmoothing(vigra.taggedView( (1.0 - affinities),'xyc'),0.01),
notMergePrios=
affinities, #vigra.gaussianSmoothing(vigra.taggedView( (affinities),'xyc'),0.01),
offsets=offsets,
isMergeEdgeOffset=isMergeEdgeOffset)
#nodeSeg = nodeSeg.reshape(shape)
import pylab
pylab.imshow(nodeSeg)
pylab.show()
class KEFittedMAW:
# Variables
TOLLERANCE = 1.e-3 # relative convergence criterion for Av
RELAX = 0.8 # relaxation value; as RELAX*old estimate + (1-RELAX)*new estimate
invfft_length = 90
LOCAL = 0.5
filterlength = 15
cmax = []
ETMloc = []
logger = logging.getLogger(__name__)
timers = [ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer(), ny.Timer()]
# Methods
def __init__(self, input):
self.input = input
self.kem = KEFittedTruncated(self.input)
return
def stopping_criterion(self, iteration):
self.iteration = iteration
## Check convergence
if self.difference < self.TOLLERANCE*(1-self.RELAX):# or self.iteration>10:
if self.betac == 0 and not self.input.v('BETAC') == 0:
self.betac = self.input.v('BETAC')
self.logger.info('\tMAW starting to include density differences, rel. difference may go up.')
return False
else:
return True
else:
return False
def run_init(self):
self.logger.info('Running MAW turbulence model - init')
self.difference = np.inf
d = {}
dkem = self.kem.run_init() # initialise KE model
self.kem.referenceLevel = False # only let KE model compute the initial reference level
self.betac = self.input.v('BETAC') # set density dependency parameter for sediment
self.referenceLevel = self.input.v('referenceLevel') # include computation of reference level in computation (boolean)
Av = self.input.v('Av')
Kv = self.input.v('Kv')
Ri = self.input.v('Ri')
Roughness = self.input.v('Roughness')
skin_friction = self.input.v('skin_friction')
jmax = self.input.v('grid', 'maxIndex', 'x')
fmax = self.input.v('grid', 'maxIndex', 'f')
# Initialisation uses data that might be available, or starts clean
if Av is None or Roughness is None:
d.update(dkem) # use input from initial k-eps fitted run - contains Av and Roughness
self.input.merge(d)
if Ri is None or skin_friction is None:
self.betac = 0 # start without density effect, first allow KEFitted to converge
self.Rida = 0.
# initially set skin friction equal to roughness
data = self.input.slice('grid')
data.addData('coef', self.input.v('Roughness', range(0, jmax+1), 0, range(0, fmax+1)))
ss = UniformXF(['x', 'f'], data, 0.).function
d['skin_friction'] = ss
if Kv is None:
# make eddy diffusivity
Av = self.input.v('Av', range(0, jmax+1), 0, range(0, fmax+1))
data = self.input.slice('grid')
data.addData('coef', Av/self.input.v('sigma_rho', range(0, jmax+1), 0, [0]))
Kv = UniformXF(['x', 'f'], data, 0.).function
d['Kv'] = Kv
# all first-order turbulence quantities are set to zero
d['Kv1'] = 0.
d['Av1'] = 0.
d['Roughness1'] = 0.
d['skin_friction1'] = 0.
d['BottomBC'] = 'PartialSlip'
return d
def run(self):
################################################################################################################
## 1. Init
################################################################################################################
# self.timers[0].tic()
## prepare output message
self.logger.info('Running MAW turbulence model')
denstr = ''
if self.betac ==0:
denstr = '- not including density effects'
self.logger.info('\tMAW rel. difference in Av in last iteration: %s %s' % (self.difference, denstr))
d = {}
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
G = self.input.v('G')
rho0 = self.input.v('RHO0')
uzmin = self.input.v('uzmin')
Avold = self.input.v('Av', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1))
Kvold = self.input.v('Kv', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1))
sfold = self.input.v('Roughness', range(0, jmax+1), 0, 0)
# self.timers[0].toc()
################################################################################################################
## 2. KEFitted run
################################################################################################################
# self.timers[1].tic()
d.update(self.kem.run())
self.input.merge(d)
# load data resulting from KEFitted model
Avmid = self.input.v('Av', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1))
Kvmid = Avmid/self.input.v('sigma_rho', range(0, jmax+1), range(0, kmax+1), [0])
sfmid = self.input.v('Roughness', range(0, jmax+1), 0, 0)
# self.timers[1].toc()
################################################################################################################
## 3. Density effects
################################################################################################################
if self.betac == 0: # no density effect included, first let KEFitted spin up
Av0 = Avmid[:, :, 0]
Kv0 = Kvmid[:, :, 0]
sf = sfmid
Cd = 1.
MA_av = 1.
MA_kv = 1.
Ri = 0.
else:
## Load data
# self.timers[2].tic()
cz = self.input.d('c0', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1), dim='z') + self.input.d('c1', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1), dim='z') + self.input.d('c2', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1), dim='z')
uz = self.input.d('u0', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1), dim='z') + self.input.d('u1', range(0, jmax+1), range(0, kmax+1), range(0, fmax+1), dim='z')
zeta0 = self.input.v('zeta0', range(0, jmax+1), [0], range(0, fmax+1))
H = self.input.v('grid', 'low', 'z', range(0, jmax+1)) - self.input.v('grid', 'high', 'z', range(0, jmax+1))
# self.timers[2].tic()
## Convert to time series
# self.timers[3].tic()
cz = ny.invfft2(cz, 2, 90)
uz = ny.invfft2(uz, 2, 90)
zeta0 = ny.invfft2(zeta0, 2, 90)
Avmid = ny.invfft2(Avmid, 2, 90)
Kvmid = ny.invfft2(Kvmid, 2, 90)
# self.timers[3].toc()
# self.timers[4].tic()
uzmin = np.ones(uz.shape)*uzmin
## Compute Richardson number
Ri = -G*self.betac/rho0*cz/(uz**2+uzmin**2)
Rida = 1./H.reshape((jmax+1, 1, 1))*ny.integrate(Ri.reshape((jmax+1, kmax+1, 1, Ri.shape[-1])), 'z', kmax, 0, self.input.slice('grid')).reshape((jmax+1, 1, Ri.shape[-1])) # depth-average
Rida += zeta0*(Ri[:, [0], :]-Rida)/H.reshape((jmax+1, 1, 1)) # depth average continued
Rida0 = np.maximum(Rida, 0.) # only accept positive Ri
Ribed = np.maximum(Ri[:, [-1], :], 0.) # only accept positive Ri
Ribedmax = self.input.v('Ribedmax')
Ribed = np.minimum(Ribed, Ribedmax) # 5-3-2018 limit near-bed Ri
## relaxation on Rida
if hasattr(self, 'Rida'): # Relaxation of Ri_da using previously saved value
dRida = self.Rida - Rida0
Rida = np.max((Rida0, np.min((dRida * (1 - self.RELAX), dRida * (1. + self.RELAX)), axis=0) + Rida0), axis=0)
Rida = np.min((Rida, np.max((dRida * (1 - self.RELAX), dRida * (1. + self.RELAX)), axis=0) + Rida0), axis=0)
self.Rida = Rida
else: # No value saved if the init found an available Ri. Then start with full signal computed here (do not use saved value, as this has been truncated to frequency components)
Rida = Rida0
# self.timers[4].toc()
## Compute damping functions
# self.timers[5].tic()
# Av
MA_av = (1+10*Rida)**(-0.5)
dAv = ny.fft(Avmid*MA_av, 2)[:, :, :fmax+1] - Avold
Av = Avold + (1-self.RELAX)*(self.LOCAL*dAv + .5*(1-self.LOCAL)*dAv[[0]+range(0, jmax), :, :] + .5*(1-self.LOCAL)*dAv[range(1, jmax+1)+[jmax], :, :])
# Av = Avold + dAv
Av0 = Av[:, :, 0]
# Kv
MA_kv = (1+3.33*Rida)**(-1.5)
dKv = ny.fft(Kvmid*MA_kv, 2)[:, :, :fmax+1] - Kvold
Kv = Kvold + (1-self.RELAX)*(self.LOCAL*dKv + .5*(1-self.LOCAL)*dKv[[0]+range(0, jmax), :, :] + .5*(1-self.LOCAL)*dKv[range(1, jmax+1)+[jmax], :, :])
# Kv = Kvold + dKv
Kv0 = Kv[:, :, 0]
# Sf
Rfmean = np.mean(Ribed[:, 0, :]*(Kvmid*MA_kv)[:, 0, :]/(Avmid*MA_av)[:, 0, :], axis=-1)
Cd = (1+5.5*Rfmean)**-2.
damp_sf = Cd
sf = sfmid*damp_sf
dsf = sf - sfold
sf = sfold + (1-self.RELAX)*(self.LOCAL*dsf + .5*(1-self.LOCAL)*dsf[[0]+range(0, jmax)] + .5*(1-self.LOCAL)*dsf[range(1, jmax+1)+[jmax]])
# self.timers[5].toc()
# process for output
MA_av = ny.fft(MA_av, 2)[:, :, :fmax+1]
MA_kv = ny.fft(MA_kv, 2)[:, :, :fmax+1]
Ri = ny.fft(Ri, 2)[:, :, :fmax+1]
################################################################################################################
## Reference level
################################################################################################################
if self.referenceLevel == 'True':
self.input.merge({'Av': Av0, 'Roughness': sf})
d['R'] = self.kem.RL.run()['R']
################################################################################################################
## Compute difference
################################################################################################################
Av0s = ny.savitzky_golay(Av0[:, 0], self.filterlength, 1)
difference = np.max(abs(Av0s-Avold[:, 0, 0])/abs(Av0s+10**-4))
self.difference = copy.copy(difference)
###############################################################################################################
# DEBUG plots
###############################################################################################################
# import matplotlib.pyplot as plt
# import step as st
# x = ny.dimensionalAxis(self.input.slice('grid'), 'x')[:, 0,0]
#
# if self.betac > 0 and np.mod(self.iteration, 3)==0: # and self.difference>0.15:
# st.configure()
# plt.figure(1, figsize=(2,2))
# plt.subplot(1,2,1)
# plt.plot(x/1000., Avold[:, 0, 0], label='old')
# plt.plot(x/1000., Av0[:, 0], label='new')
# plt.ylim(0, np.maximum(np.max(Av0[:, 0]), np.max(Avold[:, 0, 0])))
# plt.legend()
#
# plt.subplot(1,2,2)
# plt.plot(x/1000., Avold[:, 0, 0]-Av0[:, 0])
# plt.twinx()
# plt.plot(x/1000., self.input.v('f', range(0, jmax+1)), color='grey')
# plt.ylim(0, 1.)
#
# st.save('plot_'+str(len(x))+'_'+str(self.iteration))
#
# plt.figure(2, figsize=(1, 2))
# ws = self.input.v('ws0', range(0, jmax+1), 0, 0)
# plt.plot(x/1000., ws)
#
# st.save('ws_'+str(len(x))+'_'+str(self.iteration))
################################################################################################################
## Prepare Output
################################################################################################################
# self.timers[6].tic()
x = ny.dimensionalAxis(self.input.slice('grid'),'x')[:, 0,0]
nf = ny.functionTemplates.NumericalFunctionWrapper(ny.savitzky_golay(Av0[:, 0], self.filterlength, 1).reshape((jmax+1, 1)), self.input.slice('grid'))
nf.addDerivative(ny.savitzky_golay(ny.derivative(Av0[:, 0], 'x', self.input), self.filterlength, 1).reshape((jmax+1, 1)), 'x')
nf.addDerivative(ny.savitzky_golay(ny.secondDerivative(Av0[:, 0], 'x', self.input), self.filterlength, 1).reshape((jmax+1, 1)), 'xx')
d['Av'] = nf.function
nf2 = ny.functionTemplates.NumericalFunctionWrapper(ny.savitzky_golay(Kv0[:, 0], self.filterlength, 1).reshape((jmax+1, 1)), self.input.slice('grid'))
nf2.addDerivative(ny.savitzky_golay(ny.derivative(Kv0[:, 0], 'x', self.input), self.filterlength, 1).reshape((jmax+1, 1)), 'x')
nf2.addDerivative(ny.savitzky_golay(ny.secondDerivative(Kv0[:, 0], 'x', self.input), self.filterlength, 1).reshape((jmax+1, 1)), 'xx')
d['Kv'] = nf2.function
d['Roughness'] = sf
d['skin_friction'] = sfmid
d['dampingFunctions'] = {}
d['dampingFunctions']['Roughness'] = Cd
d['dampingFunctions']['Av'] = MA_av
d['dampingFunctions']['Kv'] = MA_kv
d['Ri'] = Ri
# self.timers[6].toc()
## Timers
# self.timers[0].disp('0 init MAW')
# self.timers[1].disp('1 KEFitted')
# self.timers[2].disp('2 load data')
# self.timers[3].disp('3 invfft')
# self.timers[4].disp('4 Ri')
# self.timers[5].disp('5 Compute Av, Kv, sf')
# self.timers[6].disp('6 Load in dict')
return d
class SedimentCapacity:
# Variables
logger = logging.getLogger(__name__)
timer = ny.Timer()
# Methods
def __init__(self, input):
self.input = input
return
def run(self):
self.timer.tic()
self.logger.info('Running module Sediment Capacity')
## Init
d = {}
self.submodulesToRun = ny.toList(self.input.v('submodules'))
self.erosion_method = self.input.v('erosion_formulation')
self.frictionpar = self.input.v(
'friction'
) # friction parameter used for the erosion, by default the total roughness
if self.frictionpar == None:
self.frictionpar = 'Roughness'
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
self.Kv = self.input.v('Kv', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
self.ws = self.input.v('ws0', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
## Run orders
d.update(self.leading_order(d))
d.update(self.first_order(d))
d.update(self.second_order_river(d))
self.timer.toc()
self.timer.disp('time sediment capacity')
self.timer.reset()
# d['hatc0']['a']['erosion'][:, :, 0] += 1e-4
return d
def leading_order(self, d):
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
ftot = 2 * fmax + 1
################################################################################################################
# Forcing terms
################################################################################################################
F = np.zeros([jmax + 1, kmax + 1, ftot, 1], dtype=complex)
Fsurf = np.zeros([jmax + 1, 1, ftot, 1], dtype=complex)
Fbed = np.zeros([jmax + 1, 1, ftot, 1], dtype=complex)
# erosion
E = erosion(self.ws,
0,
self.input,
self.erosion_method,
friction=self.frictionpar)
Fbed[:, :, fmax:, 0] = -E
################################################################################################################
# Solve equation
################################################################################################################
# Coupled system
c, cMatrix = cFunction(self.ws,
self.Kv,
F,
Fsurf,
Fbed,
self.input,
hasMatrix=False)
c = c.reshape((jmax + 1, kmax + 1, ftot))
hatc0 = ny.eliminateNegativeFourier(c, 2)
# Uncoupled system
# hatc0 = np.zeros((jmax+1, kmax+1, fmax+1), dtype=complex)
# hatc0[:, :, 0] = cFunctionUncoupled(self.ws, self.Kv, F, Fsurf, Fbed, self.input, 0).reshape((jmax+1, kmax+1))
# hatc0[:, :, 2] = cFunctionUncoupled(self.ws, self.Kv, F, Fsurf, Fbed, self.input, 2).reshape((jmax+1, kmax+1))
# correction at the bed (optional)
# cbed00 = E[:, -1, 0]/self.ws[:, -1, 0]
# frac = cbed00/hatc0[:, -1, 0]
# hatc0 = hatc0*frac.reshape((jmax+1, 1, 1))
## analytical solutions
# ahatc0 = np.zeros((jmax+1, kmax+1, fmax+1), dtype=complex)
# ahatc02 = np.zeros((jmax+1, kmax+1, fmax+1), dtype=complex)
# z = ny.dimensionalAxis(self.input.slice('grid'), 'z')[:, :, 0]
# self.ws = self.ws[:, 0, 0]
# self.Kv = self.Kv[:, 0, 0]
# OMEGA = self.input.v('OMEGA')
# H = self.input.v('H', range(0, jmax+1))
#
# # M0
# ahatc0[:, :, 0] = (E[:, 0, 0]/self.ws).reshape((jmax+1, 1))*np.exp(-(self.ws/self.Kv).reshape((jmax+1, 1))*(z+H.reshape((jmax+1, 1))))
#
#
# # M4
#
# r1 = -self.ws/(2.*self.Kv)+np.sqrt(self.ws**2+8*1j*OMEGA*self.Kv)/(2*self.Kv)
# r2 = -self.ws/(2.*self.Kv)-np.sqrt(self.ws**2+8*1j*OMEGA*self.Kv)/(2*self.Kv)
# k2 = -E[:, 0, 2]*(self.Kv*(-r1*(self.ws+self.Kv*r2)/(self.ws+self.Kv*r1)*np.exp(-r1*H) + r2*np.exp(-r2*H)))**-1.
# k1 = -k2*(self.ws+self.Kv*r2)/(self.ws+self.Kv*r1)
# ahatc0[:, :, 2] = k1.reshape((jmax+1, 1))*np.exp(r1.reshape((jmax+1, 1))*z) + k2.reshape((jmax+1, 1))*np.exp(r2.reshape((jmax+1, 1))*z)
# import step as st
# import matplotlib.pyplot as plt
#
# st.configure()
# plt.figure(1, figsize=(1,3))
# plt.subplot(1,3,1)
# plt.plot(np.real(ahatc0[0, :, 0]), z[0, :], label='analytical')
# plt.plot(np.real(hatc0[0, :, 0]), z[0, :], label='numerical')
# plt.xlim(0, np.max(np.maximum(abs(ahatc0[0, :, 0]), abs(hatc0[0, :, 0])))*1.05)
#
# plt.subplot(1,3,2)
# plt.plot(np.abs(ahatc0[0, :, 2]), z[0, :], label='analytical')
# # plt.plot(np.abs(ahatc02[0, :, 2]), z[0, :], label='analytical2')
# plt.plot(np.abs(hatc0[0, :, 2]), z[0, :], label='numerical')
# # plt.xlim(np.min(np.minimum(abs(ahatc0[0, :, 2]), abs(hatc0[0, :, 2])))*1.05, np.max(np.maximum(abs(ahatc0[0, :, 2]), abs(hatc0[0, :, 2])))*1.05)
# plt.legend()
#
# plt.subplot(1,3,3)
# plt.plot(np.imag(ahatc0[0, :, 2]), z[0, :], label='analytical')
# # plt.plot(np.imag(ahatc02[0, :, 2]), z[0, :], label='analytical2')
# plt.plot(np.imag(hatc0[0, :, 2]), z[0, :], label='numerical')
# # plt.xlim(np.min(np.minimum(abs(ahatc0[0, :, 2]), abs(hatc0[0, :, 2])))*1.05, np.max(np.maximum(abs(ahatc0[0, :, 2]), abs(hatc0[0, :, 2])))*1.05)
# plt.legend()
# st.show()
d['hatc0'] = {}
d['hatc0']['a'] = {}
d['hatc0']['a']['erosion'] = hatc0
d['cMatrix'] = cMatrix
return d
def first_order(self, d):
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
ftot = 2 * fmax + 1
OMEGA = self.input.v('OMEGA')
################################################################################################################
# Forcing terms
################################################################################################################
if 'sedadv' in self.submodulesToRun and 'sedadv_ax' not in self.submodulesToRun:
self.submodulesToRun.append('sedadv_ax')
# determine number of submodules
nRHS = len(self.submodulesToRun)
if 'erosion' in self.submodulesToRun:
keysu1 = self.input.getKeysOf('u1')
try:
keysu1.remove(
'mixing'
) # flow due to 'mixing' should not be included in the erosion term
except:
pass
self.submodulesToRun.remove(
'erosion') # move to the end of the list
self.submodulesToRun.append('erosion')
nRHS = nRHS - 1 + len(self.input.getKeysOf('u1'))
F = np.zeros([jmax + 1, kmax + 1, ftot, nRHS], dtype=complex)
Fsurf = np.zeros([jmax + 1, 1, ftot, nRHS], dtype=complex)
Fbed = np.zeros([jmax + 1, 1, ftot, nRHS], dtype=complex)
self.input.merge(d)
c0 = self.input.v('hatc0', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
cx0 = self.input.d('hatc0',
range(0, jmax + 1),
range(0, kmax + 1),
range(0, fmax + 1),
dim='x')
cz0 = self.input.d('hatc0',
range(0, jmax + 1),
range(0, kmax + 1),
range(0, fmax + 1),
dim='z')
# 1. Erosion
if 'erosion' in self.submodulesToRun:
# erosion due to first-order bed shear stress
# E = erosion(self.ws, Av, 1, self.input, self.erosion_method) # 24-04-2017 Obsolete
# Fbed[:, :, fmax:, self.submodulesToRun.index('erosion')] = -E # 24-04-2017 Obsolete
for submod in keysu1:
E = erosion(self.ws,
1,
self.input,
self.erosion_method,
submodule=(None, submod),
friction=self.frictionpar)
Fbed[:, :, fmax:,
len(self.submodulesToRun) - 1 + keysu1.index(submod)] = -E
# 2. Advection
if 'sedadv' in self.submodulesToRun:
u0 = self.input.v('u0', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
w0 = self.input.v('w0', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
eta = ny.complexAmplitudeProduct(
u0, cx0, 2) + ny.complexAmplitudeProduct(w0, cz0, 2)
F[:, :, fmax:, self.submodulesToRun.index('sedadv')] = -eta
F[:, :, fmax:,
self.submodulesToRun.
index('sedadv_ax')] = -ny.complexAmplitudeProduct(u0, c0, 2)
# 3. First-order fall velocity
if 'fallvel' in self.submodulesToRun:
# surface and internal terms
ws1 = self.input.v('ws1', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
ksi = ny.complexAmplitudeProduct(ws1, c0, 2)
ksiz = ny.derivative(ksi, 'z', self.input.slice('grid'))
F[:, :, fmax:, self.submodulesToRun.index('fallvel')] = ksiz
Fsurf[:, 0, fmax:,
self.submodulesToRun.index('fallvel')] = -ksi[:, 0, :]
# adjustment to erosion; only if erosion depends on the settling velocity
if self.erosion_method == 'Chernetsky':
E = erosion(ws1,
0,
self.input,
self.erosion_method,
friction=self.frictionpar)
Fbed[:, :, fmax:, self.submodulesToRun.index('fallvel')] = -E
# 4. First-order eddy diffusivity
if 'mixing' in self.submodulesToRun:
# surface, bed and internal terms
Kv1 = self.input.v('Kv1', range(0, jmax + 1), range(0, kmax + 1),
range(0, fmax + 1))
psi = ny.complexAmplitudeProduct(Kv1, cz0, 2)
psiz = ny.derivative(psi, 'z', self.input.slice('grid'))
F[:, :, fmax:, self.submodulesToRun.index('mixing')] = psiz
Fsurf[:, 0, fmax:,
self.submodulesToRun.index('mixing')] = -psi[:, 0, :]
Fbed[:, 0, fmax:,
self.submodulesToRun.index('mixing')] = -psi[:, -1, :]
# adjustment to erosion
E = erosion(self.ws,
1,
self.input,
self.erosion_method,
submodule=(None, 'mixing'),
friction=self.frictionpar)
Fbed[:, :, fmax:, self.submodulesToRun.index('mixing')] = -E
# 5. No-flux surface correction
if 'noflux' in self.submodulesToRun:
zeta0 = self.input.v('zeta0', range(0, jmax + 1), [0],
range(0, fmax + 1))
D = np.zeros((jmax + 1, 1, fmax + 1, fmax + 1), dtype=complex)
D[:, :, range(0, fmax + 1),
range(0, fmax + 1)] = np.arange(0, fmax + 1) * 1j * OMEGA
Dc0 = ny.arraydot(D, c0[:, [0], :])
chi = ny.complexAmplitudeProduct(Dc0, zeta0, 2)
Fsurf[:, :, fmax:, self.submodulesToRun.index('noflux')] = -chi
################################################################################################################
# Solve equation
################################################################################################################
cmatrix = self.input.v('cMatrix')
if cmatrix is not None:
c, cMatrix = cFunction(None,
cmatrix,
F,
Fsurf,
Fbed,
self.input,
hasMatrix=True)
else:
c, cMatrix = cFunction(self.ws,
self.Kv,
F,
Fsurf,
Fbed,
self.input,
hasMatrix=False)
c = c.reshape((jmax + 1, kmax + 1, ftot, nRHS))
c = ny.eliminateNegativeFourier(c, 2)
################################################################################################################
# Prepare output
################################################################################################################
d['hatc1'] = {}
d['hatc1']['a'] = {}
d['hatc1']['ax'] = {}
for i, submod in enumerate(self.submodulesToRun):
if submod == 'sedadv_ax':
d['hatc1']['ax']['sedadv'] = c[:, :, :, i]
elif submod == 'erosion':
d['hatc1']['a']['erosion'] = {}
for j, subsubmod in enumerate(keysu1):
d['hatc1']['a']['erosion'][
subsubmod] = c[:, :, :,
len(self.submodulesToRun) - 1 + j]
else:
d['hatc1']['a'][submod] = c[:, :, :, i]
if 'sedadv' not in self.submodulesToRun:
d['hatc1']['ax'] = 0
return d
def second_order_river(self, d):
jmax = self.input.v('grid', 'maxIndex', 'x')
kmax = self.input.v('grid', 'maxIndex', 'z')
fmax = self.input.v('grid', 'maxIndex', 'f')
ftot = 2 * fmax + 1
################################################################################################################
# Forcing terms
################################################################################################################
F = np.zeros([jmax + 1, kmax + 1, ftot, 1], dtype=complex)
Fsurf = np.zeros([jmax + 1, 1, ftot, 1], dtype=complex)
Fbed = np.zeros([jmax + 1, 1, ftot, 1], dtype=complex)
# erosion
if self.input.v('u1', 'river') is not None:
E = erosion(self.ws,
2,
self.input,
self.erosion_method,
submodule=(None, 'river', None),
friction=self.frictionpar)
Fbed[:, :, fmax:, 0] = -E
################################################################################################################
# Solve equation
################################################################################################################
cmatrix = self.input.v('cMatrix')
if cmatrix is not None:
c, cMatrix = cFunction(None,
cmatrix,
F,
Fsurf,
Fbed,
self.input,
hasMatrix=True)
else:
c, cMatrix = cFunction(self.ws,
self.Kv,
F,
Fsurf,
Fbed,
self.input,
hasMatrix=False)
c = c.reshape((jmax + 1, kmax + 1, ftot))
else:
c = np.zeros((jmax + 1, kmax + 1, ftot))
d['hatc2'] = {}
d['hatc2']['a'] = {}
d['hatc2']['a']['erosion'] = {}
d['hatc2']['a']['erosion'][
'river_river'] = ny.eliminateNegativeFourier(c, 2)
return d