# Plot equilibrium scene
angles = np.array([phi,theta,0])
position = np.array([0.,0.,dz])
cgPos_e = cgZ+position
plot.plot_scene(shape,w,angles,position,cgPos_e)
# ax = plt.gca()
#ax.elev = 90
#ax.azim = 0
if not NOT_CONTOURS:
xs = np.linspace(-1,1,51)
ys = np.linspace(-1,1,51)
ycs = np.zeros((51,51))
zcs = np.zeros((51,51))
for i,x in enumerate(xs):
cs = geo.cross_section(shape.length/2*(x+1),
shape.length,shape.keel,
shape.waterline,shape.bottom, 26)
ycs[i,:] = np.append(-1*cs[0,:0:-1],cs[0,:])
zcs[i,:] = np.append(cs[1,:0:-1],cs[1,:])
plt.figure()
wls = plt.contour(xs,ys,zcs, [-dz])
plt.figure()
for wlc in wls.collections:
wl = wlc.get_paths()[0]
v = wl.vertices
xnorm = v[:,0]
ynorm = v[:,1]
fy_spl = interpolate.RectBivariateSpline(xs,ys,ycs)
x_wl = shape.length/2*(xnorm+1)
y_wl = fy_spl.ev(xnorm,ynorm)
plt.plot(x_wl,y_wl,'b')
self.length = length
self.keel = lambda x: geo.normal_pol4(x,depth/length)
self.cap = lambda x: -1*geo.normal_pol4(x,height/length)
self.waterline = lambda x: -1*geo.normal_pol4(x,width/length)
self.bottom = lambda x: geo.oval(x,pwr,root)
self.top = lambda x: -1*geo.normal_pol4(x,1)
if __name__=="__main__":
shape = BuoyShape(L,Prof,Aber,alt,4,2)
xs = np.linspace(-1,1,21)
STTS = list()
for i,x in enumerate(xs):
offset = 0
if i==0:
offset = 0.001
elif i==20:
offset = -0.001
station = shape.length/2*(x+1) + offset
STTS.append(station)
cs_b = geo.cross_section(station,
shape.length,shape.keel,
shape.waterline,shape.bottom, 50)
cs_t = geo.cross_section(station,
shape.length,shape.cap,
shape.waterline,shape.top, 50)
cs = np.hstack((cs_b,cs_t[:,-2::-1]))*1000
np.savetxt('./results/cs_{:02d}.dat'.format(i),cs.T,
delimiter=',',fmt='%.5f',header='HULL SECTION')
np.savetxt('./results/offsets.dat',np.array(STTS)*1000,fmt='%.3f')
def buoyancy_actions(shape,angles,translate,cg_pos):
""" Returns buoyancy actions: force and moment with respec to cg
as a function of buoy orientation and vertical displacement """
# TODO: A diagram explaining reference axis and origin conventions
l = shape.length
waterline_f = shape.waterline
# Auxiliar variables
buoy_orig = np.array([l/2,0,0])
# Cross section types
parts = ['top','bottom']
# Stations
stt = np.linspace(0,l,100)
# Force and Moment Initialization
F_z = 0;
M_x = 0;
M_y = 0;
for p in parts:
if p=='top':
center_f = shape.cap
cross_f = shape.top
elif p=='bottom':
center_f = shape.keel
cross_f = shape.bottom
areas = list()
ct_pos = np.empty((3,0))
for s in stt:
# Get the cross section
cs = geo.cross_section(s,l,center_f,waterline_f,cross_f)
cs = np.hstack((np.vstack((cs[0,:0:-1],cs[1,:0:-1])),
np.vstack((-1*cs[0,:],cs[1,:]))))
csB = np.vstack((s*np.ones((1,cs.shape[1])),cs)) - \
buoy_orig[:,np.newaxis]*np.ones((1,cs.shape[1]))
# Get the coordinates on the earth reference system
csE = buoy_to_earth(csB,angles,translate)
# Only get the points with Ze<0 (underwater points)
csE_cs_uw = underwater_part(csE[1:,:])
if csE_cs_uw is None:
areas.append(0)
ct_pos = np.hstack((ct_pos,np.array([[0.],[0.],[0.]])))
continue
x_uw = np.interp(csE_cs_uw[:,0],csE[1,:],csE[0,:])
csE_uw = np.vstack((x_uw,csE_cs_uw.T))
# Transform underwater points back to buoy reference system
# and calculate underwater area and centroid position
csB_uw = earth_to_buoy(csE_uw,angles,translate)
(uw_area_i, Ct_B) = geo.centroid_and_area(csB_uw.T)
Ct_E = buoy_to_earth(Ct_B[:,np.newaxis],angles,translate)
# Append to the list of areas and centroid positions on the
# earth reference system
areas.append(uw_area_i)
ct_pos = np.hstack((ct_pos,Ct_E))
areas = np.array(areas)
ct_pos = ct_pos.T
# For the force, just integrate the submerged areas over the station
# positions and multiply by water density and gravity
F_z += integrate.simps(areas,stt)*RHO_W*GRAV
# For the moment, split into two components (Mx and My) by integrating
# the product of forces by their relative distances to the CG
cgE = buoy_to_earth(cg_pos[:,np.newaxis],angles,translate)
dY_vec = ct_pos[:,Y_AX] - cgE[Y_AX]
dX_vec = ct_pos[:,X_AX] - cgE[X_AX]
M_x += integrate.simps(areas*dY_vec.T,stt)*RHO_W*GRAV
M_y += -1*integrate.simps(areas*dX_vec.T,stt)*RHO_W*GRAV
return (F_z, M_x, M_y)
