GUIDELINES
FOR
MARINE
LIFTING
&
LOWERING
OPERATIONS
0027/ND Rev 11
Page 76 of 84
19.12.4
A dynamic lift analysis shall be carried out to identify the limiting seastates
for lowering and hence
establish the associated DAFs (Dynamic Amplification Factors).
19.12.5
Ideally the lowering system should be reversible though this may not be feasible for deballasting
through the splash zone. The system should be designed to allow the storage tank to be repositioned
on the seabed if the initial position is out of tolerance.
19.12.6
The floating stability and reserve buoyancy of the storage tank shall be
analysed for the floating
phases and from submergence through the splash zone to landing on the seabed. The effects of any
cranes, winches, floating buoys and/or heave compensation systems
used to control the descent
should be considered in the analyses. The effects of the loss of any one lowering line or flooding of
any one compartment at any stage shall be determined. If any such loss or flooding would lead to loss
of the tank then suitable mitigation plans should be presented to GL Noble Denton for approval and be
the subject of risk assessments to show that the risks are acceptable.
19.12.7
Tug movements shall be given careful consideration to reduce the probability of tank damage during
tow or operations afloat.
19.12.8
Initial ballasting of the storage tank will typically be carried out with the tank held in position by tugs
about 50 to 100m away from the installation vessel. This distance selected should be sufficient to
avoid contact but close enough for monitoring.