232
233
234
235
236
237
238
239
The three-dimensional CFD modelling domain concerning the ship model is shown in
Figure 3. The dimensions of the computational domain, shown in Figure 3, are A and B,
corresponding to 0.8 km and 0.5 km, respectively. The black dotted lines denote the vessel’s
location. The boundary condition types are the same for all cases and are described in Table 3. The
wind, temperature and ambient pressure characteristics are set as initial conditions. The wind
direction is always perpendicular to side 1 and the wind profile and speed are given as initial
conditions at this boundary. Then, the ship model is rotated in relation to the wind until the desired
angle (®) of its axis with the wind direction is achieved.
Side 3 AS
An
#
‚8
id
CC
09 1
Side 1
yo d
A
Funnel /
/ en
Ship
"u
240
241
242
243
744
Figure 3: Simulations’ Domain design: Basic dimensions and vessel’s construction location described by A = 0.8 km and B = 0.5
km. Also, boundaries names and rotation of the ship according to wind direction and velocity profile are illustrated.
Table 3: Domain’s boundary condition types, considering CFD model in OpenFOAM
Side 1
Side2 | Side3
Side 4
Top
Bottom | Ship | Funnel
Boundary
condition
| inlet
symmetry
| outlet
symmetry
symmetry
| noslip
| no slip | inlet
245
246
247
248
249
250
251
252
253
254
255
256
The domain’s volume is divided into smaller tetrahedral cells by the use of the meshing
generator BETA CAE ANSA (Figure 4a). The number of cells for each case depends on the
vessel’s design and varies between 5 and 15 million. The concentration points receive values that
are exported by the interpolation of surrounding point values that correspond to cells. The
interpolation of each point depends on its spatial location inside the cell and the length of the cell
edges, which vary between 3 — 4 m in the area of interest. The mesh gets finer closer to the ship
due to the more complex geometry (Figure 4b). The cell resolution at the bottom boundary is finer
than at the top because results of interest are mainly exported at heights 7 to 11 m above the water
level (Figure 4). Layers are added above the bottom boundary for a more accurate solution in
turbulence modelling, taking into consideration that the turbulence model that will be used is the
SST k-® one (Figure 40).
11