Cross-flooding pipe, diameter (D) 0.39 m, length
(l) 21.0 m cross-section area (S) 0.12 m2.
| 'k' values for the cross-flooding system:
|
| Inlet
|
0.45
|
Pipe
friction
|
1.08
|
| 2 Radius
bends (α=45°)
|
0.36
|
| Non-return
valve
|
0.50
|
| Outlet
|
1.00
|
|
|
Σk =
3.39
|
| Initial
angle of heel
|
=
θo
|
=
11.9°
|
| Head before
cross-flooding commences
|
=
Ho
|
= 5.3
m
|
| Head after
complete cross-flooding
|
=
hf
|
= 1.5
m
|
Time to complete cross-flooding =
In this case:
|
W
|
= |
final
volume of water entering the equalizing compartment |
| = |
365 m3
|
| = |
|
| = |
815 seconds (13.6 minutes) |
The vessel is balanced at 7° using the stability curve
and H θ
measured to the equilibrium
waterplane. W is now the volume added to reduce the heel
angle from 7° (or θ) to zero.
Time from 7° heel to upright =
Head after partial cross-flooding to 7° heel = Hθ = 3.7 m
∴ Time from start of cross-flooding to
7° heel = To
- Tθ