def verify(name, a=1, b=1, f=1, mod=1, phase=1):
if name == 'OC3':
filename = '../designs/OC3spar.yaml'
i = 0
Adof = [1, 3, 5, 15, 24]
Bdof = [1, 3, 5, 15, 24]
Fdof = [1, 3, 5]
elif name == 'OC4':
filename = '../designs/OC4semi.yaml'
i = 1
Adof = [1, 3, 5, 6, 15, 24]
Bdof = [1, 3, 5, 6, 15, 24]
Fdof = [1, 3, 5]
wamitfiles = [['spar.1', 'spar.3'], ['marin_semi.1', 'marin_semi.3']]
# get the values from the referenced wamit data to compare results to
A_wamit, B_wamit, w_wamit = getWamit1(file=wamitfiles[i][0])
mod_wamit, w_wamit, phase_wamit = getWamit3(file=wamitfiles[i][1])
# read in the desired yaml file and set up initial variables
with open(filename) as file:
design = yaml.load(file, Loader=yaml.FullLoader)
depth = float(design['mooring']['water_depth'])
w = np.arange(0.05, 5, 0.05)
# Create modelA where potModMaster is 1, so strip theory is used for all
design['potModMaster'] = 1
modelA = raft.Model(design, w=w, depth=depth) # set up model
modelA.setEnv() # set basic wave and wind info
modelA.calcSystemProps(
) # get all the setup calculations done within the model
# Create modelB where potModMaster is 2, so only BEM is used for all
design['potModMaster'] = 2
modelB = raft.Model(design, w=w, depth=depth) # set up model
modelB.setEnv() # set basic wave and wind info
modelB.calcSystemProps(
) # get all the setup calculations done within the model
fowtA = modelA.fowtList[0]
fowtB = modelB.fowtList[0]
if a == 1:
plotAddedMass(fowtA, fowtB, A_wamit, w_wamit, A=Adof)
if b == 1:
plotDamping(fowtA, fowtB, B_wamit, w_wamit, B=Bdof)
if f == 1:
plotForcing(fowtA,
fowtB,
mod_wamit,
phase_wamit,
w_wamit,
F=Fdof,
mod=mod,
phase=phase)
def runRAFT(fname_design, fname_env):
'''
This the main function for running the raft model in standalone form, where inputs are contained in the specified input files.
'''
# open the design YAML file and parse it into a dictionary for passing to raft
with open(fname_design) as file:
design = yaml.load(file, Loader=yaml.FullLoader)
print("Loading file: " + fname_design)
print(f"'{design['name']}'")
depth = float(design['mooring']['water_depth'])
# --- BEM ---
# (preprocessing step:) Generate and load BEM hydro data
capyData = []
capyTestFile = f'./test_data/mesh_converge_0.750_1.250.nc'
w = np.arange(0.05, 2.8,
0.05) # frequency range (to be set by modeling options yaml)
'''
# load or generate Capytaine data
if capyDataExists:
wDes, addedMass, damping, fEx = capy.read_capy_nc(capyTestFile, wDes=w)
else:
wCapy, addedMass, damping, fEx = capy.call_capy(meshFName, w)
# package results to send to model
capyData = (wCapy, addedMass, damping, fEx)
'''
# --- Create and run the model ---
model = raft.Model(design, w=w, depth=depth, BEM=capyData) # set up model
model.setEnv(
Hs=8, Tp=12, V=10, Fthrust=float(
design['turbine']['Fthrust'])) # set basic wave and wind info
model.calcSystemProps(
) # get all the setup calculations done within the model
model.solveEigen()
model.calcMooringAndOffsets(
) # calculate the offsets for the given loading
model.solveDynamics(
) # put everything together and iteratively solve the dynamic response
model.plot()
plt.show()
return model
def setUpClass(self):
raft_dir = os.path.dirname(os.path.dirname(os.path.realpath(__file__)))
input_file = os.path.join(raft_dir, 'designs/OC3spar.yaml')
with open(input_file) as file:
design = yaml.load(file, Loader=yaml.FullLoader)
self.model = raft.Model(design)
self.model.analyzeUnloaded()
self.fowt = self.model.fowtList[0]
self.pdiff = 0.01
def runRAFT(fname_design, fname_env):
'''
This the main function for running the raft model in standalone form, where inputs are contained in the specified input files.
'''
# open the design YAML file and parse it into a dictionary for passing to raft
with open(fname_design) as file:
design = yaml.load(file, Loader=yaml.FullLoader)
print("Loading file: " + fname_design)
print(f"'{design['name']}'")
depth = float(design['mooring']['water_depth'])
# now off potMod in the design dictionary to avoid BEM analysis
for mi in design['platform']['members']:
mi['potMod'] = False
# set up frequency range
w = np.arange(0.05, 5,
0.05) # frequency range (to be set by modeling options yaml)
# --- Create and run the model ---
model = raft.Model(design, w=w, depth=depth) # set up model
model.setEnv(
Hs=8, Tp=12, V=10, Fthrust=float(
design['turbine']['Fthrust'])) # set basic wave and wind info
model.calcSystemProps(
) # get all the setup calculations done within the model
model.solveEigen()
model.calcMooringAndOffsets(
) # calculate the offsets for the given loading
model.solveDynamics(
) # put everything together and iteratively solve the dynamic response
model.plot()
plt.show()
return model
fname_design = os.path.join(os.path.join('..', 'designs'), 'OC4semi.yaml')
# open the design YAML file and parse it into a dictionary for passing to raft
with open(fname_design) as file:
design = yaml.load(file, Loader=yaml.FullLoader)
design['potModMaster'] = 1
# grab the depth (currently needs to be passed separately)
depth = float(design['mooring']['water_depth'])
# set up frequency range for computing response over
w = np.arange(0.05, 5,
0.05) # frequency range (to be set by modeling options yaml)
# Create and run the model
model = raft.Model(design, w=w, depth=depth)
model.setEnv(spectrum="unit")
model.calcSystemProps()
model.solveEigen()
model.calcMooringAndOffsets()
model.solveDynamics()
results = model.calcOutputs()
print('-----------------')
testPass = test(prob, results)
# example script for running RAFT from a YAML input file
import numpy as np
import matplotlib.pyplot as plt
import yaml
import raft
# open the design YAML file and parse it into a dictionary for passing to raft
with open('VolturnUS-S_example.yaml') as file:
design = yaml.load(file, Loader=yaml.FullLoader)
# Create the RAFT model (will set up all model objects based on the design dict)
model = raft.Model(design)
# Evaluate the system properties and equilibrium position before loads are applied
model.analyzeUnloaded()
# Compute natural frequencie
model.solveEigen()
# Simule the different load cases
model.analyzeCases(display=1)
# Plot the power spectral densities from the load cases
model.plotResponses()
# Visualize the system in its most recently evaluated mean offset position
model.plot(hideGrid=True)
plt.show()
def compute(self, inputs, outputs, discrete_inputs, discrete_outputs):
turbine_opt = self.options['turbine_options']
mooring_opt = self.options['mooring_options']
members_opt = self.options['member_options']
modeling_opt = self.options['modeling_options']
#turbine_npts = turbine_opt['npts']
nmembers = members_opt['nmembers']
member_npts = members_opt['npts']
member_npts_lfill = members_opt['npts_lfill']
#member_npts_rho_fill = members_opt['npts_rho_fill']
member_ncaps = members_opt['ncaps']
member_nreps = members_opt['nreps']
member_shapes = members_opt['shape']
member_scalar_t = members_opt['scalar_thicknesses']
member_scalar_d = members_opt['scalar_diameters']
member_scalar_coeff = members_opt['scalar_coefficients']
nlines = mooring_opt['nlines']
nline_types = mooring_opt['nline_types']
nconnections = mooring_opt['nconnections']
# set up design
design = {}
design['type'] = ['input dictionary for RAFT']
design['name'] = ['spiderfloat']
design['comments'] = ['none']
design['potModMaster'] = int(modeling_opt['potModMaster'])
design['XiStart'] = float(modeling_opt['XiStart'])
design['nIter'] = int(modeling_opt['nIter'])
design['dlsMax'] = float(modeling_opt['dlsMax'])
# TODO: these float conversions are messy
design['turbine'] = {}
design['turbine']['mRNA'] = float(inputs['turbine_mRNA'])
design['turbine']['IxRNA'] = float(inputs['turbine_IxRNA'])
design['turbine']['IrRNA'] = float(inputs['turbine_IrRNA'])
design['turbine']['xCG_RNA'] = float(inputs['turbine_xCG_RNA'])
design['turbine']['hHub'] = float(inputs['turbine_hHub'])
design['turbine']['Fthrust'] = float(inputs['turbine_Fthrust'])
design['turbine']['yaw_stiffness'] = float(
inputs['turbine_yaw_stiffness'])
design['turbine']['tower'] = {}
design['turbine']['tower']['name'] = 'tower'
design['turbine']['tower']['type'] = 1
design['turbine']['tower']['rA'] = inputs['turbine_tower_rA']
design['turbine']['tower']['rB'] = inputs['turbine_tower_rB']
design['turbine']['tower']['shape'] = turbine_opt['shape']
design['turbine']['tower']['gamma'] = inputs['turbine_tower_gamma']
design['turbine']['tower']['stations'] = inputs[
'turbine_tower_stations']
if turbine_opt['scalar_diameters']:
design['turbine']['tower']['d'] = float(inputs['turbine_tower_d'])
else:
design['turbine']['tower']['d'] = inputs['turbine_tower_d']
if turbine_opt['scalar_thicknesses']:
design['turbine']['tower']['t'] = float(inputs['turbine_tower_t'])
else:
design['turbine']['tower']['t'] = inputs['turbine_tower_t']
if turbine_opt['scalar_coefficients']:
design['turbine']['tower']['Cd'] = float(
inputs['turbine_tower_Cd'])
design['turbine']['tower']['Ca'] = float(
inputs['turbine_tower_Ca'])
design['turbine']['tower']['CdEnd'] = float(
inputs['turbine_tower_CdEnd'])
design['turbine']['tower']['CaEnd'] = float(
inputs['turbine_tower_CaEnd'])
else:
design['turbine']['tower']['Cd'] = inputs['turbine_tower_Cd']
design['turbine']['tower']['Ca'] = inputs['turbine_tower_Ca']
design['turbine']['tower']['CdEnd'] = inputs['turbine_tower_CdEnd']
design['turbine']['tower']['CaEnd'] = inputs['turbine_tower_CaEnd']
design['turbine']['tower']['rho_shell'] = float(
inputs['turbine_tower_rho_shell'])
design['platform'] = {}
design['platform']['members'] = [dict() for i in range(nmembers)]
for i in range(nmembers):
m_name = f'platform_member{i+1}_'
m_shape = member_shapes[i]
mnpts_lfill = member_npts_lfill[i]
mncaps = member_ncaps[i]
mnreps = member_nreps[i]
mnpts = member_npts[i]
design['platform']['members'][i]['name'] = m_name
design['platform']['members'][i]['type'] = i + 2
design['platform']['members'][i]['rA'] = inputs[m_name + 'rA']
design['platform']['members'][i]['rB'] = inputs[m_name + 'rB']
design['platform']['members'][i]['shape'] = m_shape
design['platform']['members'][i]['gamma'] = float(inputs[m_name +
'gamma'])
design['platform']['members'][i]['potMod'] = discrete_inputs[
m_name + 'potMod']
design['platform']['members'][i]['stations'] = inputs[m_name +
'stations']
# updated version to better handle 'diameters' between circular and rectangular members
if m_shape == 'circ' or m_shape == 'square':
if member_scalar_d[i]:
design['platform']['members'][i]['d'] = [
float(inputs[m_name + 'd'])
] * mnpts
else:
design['platform']['members'][i]['d'] = inputs[m_name +
'd']
elif m_shape == 'rect':
if member_scalar_d[i]:
design['platform']['members'][i]['d'] = [
inputs[m_name + 'd']
] * mnpts
else:
design['platform']['members'][i]['d'] = inputs[m_name +
'd']
''' original version of handling diameters
if member_scalar_d[i]:
design['platform']['members'][i]['d'] = float(inputs[m_name+'d'])
else:
design['platform']['members'][i]['d'] = inputs[m_name+'d']
'''
if member_scalar_t[i]:
design['platform']['members'][i]['t'] = float(inputs[m_name +
't'])
else:
design['platform']['members'][i]['t'] = inputs[m_name + 't']
if member_scalar_coeff[i]:
design['platform']['members'][i]['Cd'] = float(inputs[m_name +
'Cd'])
design['platform']['members'][i]['Ca'] = float(inputs[m_name +
'Ca'])
design['platform']['members'][i]['CdEnd'] = float(
inputs[m_name + 'CdEnd'])
design['platform']['members'][i]['CaEnd'] = float(
inputs[m_name + 'CaEnd'])
else:
design['platform']['members'][i]['Cd'] = inputs[m_name + 'Cd']
design['platform']['members'][i]['Ca'] = inputs[m_name + 'Ca']
design['platform']['members'][i]['CdEnd'] = inputs[m_name +
'CdEnd']
design['platform']['members'][i]['CaEnd'] = inputs[m_name +
'CaEnd']
design['platform']['members'][i]['rho_shell'] = float(
inputs[m_name + 'rho_shell'])
if mnreps > 0:
design['platform']['members'][i]['heading'] = inputs[m_name +
'heading']
if mnpts_lfill > 0:
design['platform']['members'][i]['l_fill'] = inputs[m_name +
'l_fill']
design['platform']['members'][i]['rho_fill'] = inputs[
m_name + 'rho_fill']
if ((mncaps > 0) or (inputs[m_name + 'ring_spacing'] > 0)):
# Member discretization
s_grid = inputs[m_name + 'stations']
s_height = s_grid[-1] - s_grid[0]
# Get locations of internal structures based on spacing
ring_spacing = inputs[m_name + 'ring_spacing']
n_stiff = 0 if ring_spacing == 0.0 else int(
np.floor(s_height / ring_spacing))
s_ring = (np.arange(1, n_stiff + 0.1) - 0.5) * (ring_spacing /
s_height)
#d_ring = np.interp(s_ring, s_grid, inputs[m_name+'d'])
d_ring = np.interp(s_ring, s_grid,
design['platform']['members'][i]['d'])
# Combine internal structures based on spacing and defined positions
s_cap = np.r_[s_ring, inputs[m_name + 'cap_stations']]
t_cap = np.r_[inputs[m_name + 'ring_t'] * np.ones(n_stiff),
inputs[m_name + 'cap_t']]
di_cap = np.r_[d_ring - 2 * inputs[m_name + 'ring_h'],
inputs[m_name + 'cap_d_in']]
# Store vectors in sorted order
isort = np.argsort(s_cap)
design['platform']['members'][i]['cap_stations'] = s_cap[isort]
design['platform']['members'][i]['cap_t'] = t_cap[isort]
design['platform']['members'][i]['cap_d_in'] = di_cap[isort]
design['mooring'] = {}
design['mooring']['water_depth'] = inputs['mooring_water_depth']
design['mooring']['points'] = [dict() for i in range(nconnections)]
for i in range(0, nconnections):
pt_name = f'mooring_point{i+1}_'
design['mooring']['points'][i]['name'] = discrete_inputs[pt_name +
'name']
design['mooring']['points'][i]['type'] = discrete_inputs[pt_name +
'type']
design['mooring']['points'][i]['location'] = inputs[pt_name +
'location']
design['mooring']['lines'] = [dict() for i in range(nlines)]
for i in range(0, nlines):
ml_name = f'mooring_line{i+1}_'
design['mooring']['lines'][i]['name'] = f'line{i+1}'
design['mooring']['lines'][i]['endA'] = discrete_inputs[ml_name +
'endA']
design['mooring']['lines'][i]['endB'] = discrete_inputs[ml_name +
'endB']
design['mooring']['lines'][i]['type'] = discrete_inputs[ml_name +
'type']
design['mooring']['lines'][i]['length'] = inputs[ml_name +
'length']
design['mooring']['line_types'] = [dict() for i in range(nline_types)]
for i in range(0, nline_types):
lt_name = f'mooring_line_type{i+1}_'
design['mooring']['line_types'][i]['name'] = discrete_inputs[
lt_name + 'name']
design['mooring']['line_types'][i]['diameter'] = float(
inputs[lt_name + 'diameter'])
design['mooring']['line_types'][i]['mass_density'] = float(
inputs[lt_name + 'mass_density'])
design['mooring']['line_types'][i]['stiffness'] = float(
inputs[lt_name + 'stiffness'])
design['mooring']['line_types'][i]['breaking_load'] = float(
inputs[lt_name + 'breaking_load'])
design['mooring']['line_types'][i]['cost'] = float(inputs[lt_name +
'cost'])
design['mooring']['line_types'][i][
'transverse_added_mass'] = float(
inputs[lt_name + 'transverse_added_mass'])
design['mooring']['line_types'][i][
'tangential_added_mass'] = float(
inputs[lt_name + 'tangential_added_mass'])
design['mooring']['line_types'][i]['transverse_drag'] = float(
inputs[lt_name + 'transverse_drag'])
design['mooring']['line_types'][i]['tangential_drag'] = float(
inputs[lt_name + 'tangential_drag'])
# grab the depth
depth = float(design['mooring']['water_depth'])
# set up frequency range for computing response over
w = inputs['frequency_range']
# create and run the model
model = raft.Model(design, w=w, depth=depth)
model.setEnv(spectrum="unit")
model.calcSystemProps()
model.solveEigen()
model.calcMooringAndOffsets()
model.solveDynamics()
results = model.calcOutputs()
outs = self.list_outputs(values=False, out_stream=None)
for i in range(len(outs)):
if outs[i][0].startswith('properties_'):
name = outs[i][0].split('properties_')[1]
outputs['properties_' + name] = results['properties'][name]
elif outs[i][0].startswith('response_'):
name = outs[i][0].split('response_')[1]
if np.iscomplex(results['response'][name]).any():
outputs['response_' + name] = np.abs(
results['response'][name])
else:
outputs['response_' + name] = results['response'][name]
