Section
4 Submersible handling systems
4.1 General
4.1.1 This Section applies to installations which are designed to launch and
recover manned and unmanned submersibles in an open sea environment from ships or
semisubmersible vessels. For the purpose of these requirements, the term ‘manned
submersible handling systems’ includes the handling of manned diving systems. Generally,
the significant wave height will not exceed 2,0 m for manned submersible handling
operations, but may be higher for unmanned operations. Special consideration will be
given to cases where service in a significant wave height above 2,0 m is envisaged for
manned submersible operations.
4.1.2 The design requirements of Ch 4, 3 Offshore cranes are to apply to all submersible handling systems except where
specific requirements are defined in this Section.
4.1.3 The general requirements for machinery items are provided in Ch 9 Machinery. Specific requirements for machinery items engaged
in manned submersible handling operations are provided in Ch 9, 4 Machinery engaged in handling of personnel and Ch 9, 5 Hydraulic cylinders (as applicable). In addition to approving the structural
arrangements for manned submersible handling systems, details of the machinery items
(e.g. winches (main and secondary), including all torque transmitting components) are to
be submitted for approval.
4.1.4 An alternative (secondary) means of recovery is to be provided for all manned
submersible handling systems that are dependent on the handling system for regaining the
surface. In addition to the main and alternative means of retrieval, an emergency means
of retrieval is defined in Pt 5, Ch 7 Lifting Appliances of the Rules and Regulations
for the Construction & Classification of Submersibles & Diving
Systems.
4.2 Service category and duty factor
4.3 Basic loads
4.3.1 The live load, L
l, to be used for submersible handling systems
is to be taken as the greater of:
-
The maximum in-air weight of the submersible, the in-air weight of
items (e.g. the hook) which are connected to the submersible and the exposed
length of hoisting rope extending from the winch to the hook.
-
The maximum weight of the exposed length of hoisting rope extending
from the winch to the air/water interface, together with the combined in-water
weight of the submersible, the in-water weight of items (e.g. the hook) which are
connected to the submersible and the submerged length of hoisting rope extending
from the air/water interface to the hook.
The weight of entrained or trapped water needs to be considered for the evaluation of
the weight of the submersible.
4.3.2 Where the
handling system does not lift the submersible through the air/water
interface, the live load may be taken as that defined in Ch 4, 4.3 Basic loads 4.3.1.(b).
4.4 Dynamic forces
4.4.1 The hoisting factor, Fh,swh, to be used for submersible
handling systems incorporates the effects of the submersible passing through the
air/water interface as well as accelerations from ship motions acting on the live load.
4.4.2 Where possible, the hoisting factor is to be based on actual accelerations
or from model predictions for the mother ship’s behaviour, taking into account the
ship’s headings and the sea conditions.
4.4.3 Where actual accelerations or model predictions are not available, the
minimum default values of the hoisting factor, Fh,swh, for different
sea conditions (e.g. significant wave heights) and with the submersible in various
positions in the operating cycle are given in Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems. Values of
Fh,swh for intermediate significant wave heights can be obtained by
interpolation.
4.4.4 Where the design parameters given in Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems are used, further calculations
and/or further (operational) assessment should be carried out, in order to ensure that
the design parameters taken from that Table are not exceeded during the actual operation
of the submersible handling system, taking into account influences such as vessel
accelerations, wind, hoisting factor, heel/trim angle, offlead/sidelead angle, effects
of the air/water interface (splash zone), effects of added mass, drag and current
forces, seabed suction, etc.
4.4.5 The horizontal components of force derived from the angles of heel, trim,
offlead and sidelead are to be multiplied by the hoisting factor appropriate for the
phase in the launch and recovery cycle (see
Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems).
Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems
Position in launch/ recovery cycle
|
|
Significant wave height 0,6 m
|
Significant wave height 2,0 m
|
Significant wave height 3,9 m
|
Significant wave height 5,0 m
|
Significant wave height 7,0 m
|
Manned or unmanned operation
|
Manned
or unmanned operation
|
Unmanned operation
|
Unmanned operation
|
Unmanned operation
|
F-d
|
F-h
|
Heel
|
Trim
|
Offlead/Sidelead
|
F-h
|
Heel
|
Trim
|
Offlead/ Sidelead
|
F-h
|
Heel
|
Trim
|
Offlead/ Sidelead
|
F-h
|
Heel
|
Trim
|
Offlead/ Sidelead
|
F-h
|
Heel
|
Trim
|
Offlead/ Sidelead
|
[1]
|
[1]
|
[°]
|
[°]
|
[°]
|
[1]
|
[°]
|
[°]
|
[°]
|
[1]
|
[°]
|
[°]
|
[°]
|
[1]
|
[°]
|
[°]
|
[°]
|
[1]
|
[°]
|
[°]
|
[°]
|
Submerged – near
surface
|
1,2
|
1,3
|
5 see Note 1
|
2 see Note 1
|
10/10 see Note 2
|
1,7
|
6
see
Note 1
|
3
see
Note 1
|
10/10 see
Note 2
|
2,3
|
8 see
Note 1
|
4 see
Note 1
|
10/10 see
Note 2
|
2,5
|
10 see
Note 1
|
5 see
Note 1
|
10/10 see
Note 2
|
2,8
|
12 see
Note 1
|
6
see
Note 1
|
12/12 see
Note 2
|
Air/water interface see Note
4
|
1,2
|
1,3
|
5 see Note 1
|
2 see Note 1
|
10/10 see Note 2
|
1,7
|
6
see
Note 1
|
3
see
Note 1
|
10/10 see
Note 2
|
2,3
|
8 see
Note 1
|
4 see
Note 1
|
10/10 see
Note 2
|
2,5
|
10 see
Note 1
|
5 see
Note 1
|
10/10 see
Note 2
|
2,8
|
12 see
Note 1
|
6
see
Note 1
|
12/12 see
Note 2
|
Outboard -
unlatched
|
1,2
|
1,3
|
5 see Note 3
|
2 see Note 3
|
-
|
1,6
|
6
see
Note 3
|
3
see
Note 3
|
—
|
2,1
|
8 see
Note 3
|
4 see
Note 3
|
—
|
2,3
|
10 see
Note 3
|
5 see
Note 3
|
—
|
2,5
|
12 see
Note 3
|
6
see
Note 3
|
—
|
Outboard - latched
|
1,2
|
1,3
|
5 see Note 3
|
2 see Note 3
|
-
|
1,4
|
6
see
Note 3
|
3
see
Note 3
|
—
|
1,7
|
8 see
Note 3
|
4 see
Note 3
|
—
|
1,9
|
10 see
Note 3
|
5 see
Note 3
|
—
|
2,0
|
12 see
Note 3
|
6
see
Note 3
|
—
|
Inboard - latched
|
1,05
|
1,3
|
5 see Note 3
|
2 see Note 3
|
-
|
1,3
|
6
see
Note 3
|
3
see
Note 3
|
—
|
1,5
|
8 see
Note 3
|
4 see
Note 3
|
—
|
1,6
|
10 see
Note 3
|
5 see
Note 3
|
—
|
1,7
|
12 see
Note 3
|
6
see
Note 3
|
—
|
Deck lifts - unlatched
|
1,05
|
1,3
|
5 see Note 3
|
2 see Note 3
|
-
|
1,3
|
6
see
Note 3
|
3
see
Note 3
|
—
|
1,5
|
8 see
Note 3
|
4 see
Note 3
|
—
|
1,6
|
10 see
Note 3
|
5 see
Note 3
|
—
|
1,7
|
12 see
Note 3
|
6
see
Note 3
|
—
|
Note
1. Heel and trim to be applied to
self-weight components only.
Note
2. Offlead and sidelead angles to
be applied to the suspended load.
Note
3. Heel and trim to be applied to
both suspended load and self-weight components.
Note 4.
Any favourable buoyancy effect on the load shall not be
considered.
Note Intermediate values can be obtained by interpolation.
|
4.5 Wind
4.5.1 The design wind speed for operational conditions shall be taken as at least 20 m/s,
corresponding to a wind pressure exceeding 250 N/m˛. Reference is made to the
specified service category as defined in Ch 1, 2.3 Service category 2.3.2.
4.5.2 The stowage wind speed is to be taken as at least 63 m/s.
4.5.3 Proposals for the application of the wind speeds will be specially considered.
4.5.4 all wind speeds are to be related to gust wind speeds averaged over a duration of 3
seconds.
4.6 Offlead and sidelead angles
4.6.1 Submersible handling systems operate in an open sea environment where there
is significant movement of the ship and/or submersible due to wave action. To allow for
these conditions, simultaneously acting offlead and sidelead angles are to be used for
design purposes, while the submersible is in the water, passing through the air/water
interface, or is in the splash zone. Minimum default values for the offlead and sidelead
angles to be used for different sea conditions are given in Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems.
4.7 Heel and trim angles
4.7.1 When the submersible is out of the splash zone and in air, the offlead and
sidelead angles will not be acting. However, horizontal loads from the effects of the
roll and pitch of the mother ship will still need to be considered to be acting on the
submersible and self-weight of the handling system. These may be expressed as static
angles of heel and trim and minimum default values for different sea states are given in
Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems.
4.7.2 Where the design parameters given in Table 4.4.1 Dynamic factors and design
parameters for submersible handling systems are used, further calculations
and/or further (operational) assessment should be carried out, in order to ensure that
the heel and trim angles as defined in that Table are not exceeded during the actual
operation of the submersible handling system. The calculations and/or assessment should
further take into account the loads due to vessel motions (e.g. heel and trim, roll and
pitch, vessel accelerations).
4.8 Stowage arrangements
4.8.1 In addition to the operating conditions, the installation is to be designed
to withstand the most severe combination of motions which can occur when the handling
system is stowed. In the case of ship mounted installations, see
Ch 4, 2.11 Forces due to ship motion.
4.8.2 The loads originating from the submersible being stowed in the submersible handling
system need to be considered.
4.8.3 The effects of ‘green sea loading’ on the structure will be subject to
special consideration.
4.9 Materials
4.9.2 If slewing rings are applied in the design of the submersible handling system, they are
to comply with Ch 4, 3.7 Slew rings.
4.10 Rope safety factors
4.10.1 The minimum safety factors, SFswh,steel and
SFswh,synthetic, for ropes used for manned submersibles is to be
taken as 8,0 for steel wire ropes and 10,0 for synthetic fibre ropes. Where manned
submersible operations take place in conditions in which the significant wave height
exceeds 2,0 m, where the hoisting factor, Fh,swh, is greater than 1,7,
the rope safety factor is to be increased as follows:
SFswh,steel = 8,0 for steel wire ropes, or
SFswh,synthetic = 10,0 for synthetic fibre ropes
4.10.2 The minimum safety factor, SFswh,steel, for wire ropes
used for unmanned submersibles for SWL greater than 10 t and less than 160 t is to be
determined from the following expression:
where
SFswh,steel |
= |
minimum safety factor for steel wire rope required at significant
wave height (swh) |
Fh,swh |
= |
hoisting factor at a specific swh derived in accordance with
Ch 4, 4.4 Dynamic forces |
SWL |
= |
safe working load of the submersible handling system, in
tonnes |
For submersible handling systems with .
and ![](svgobject/2f3bma2Fwork2Ftemp2FLAME_CH4_4.xml_d11259664e2219.png)
The factor is not to be taken as less than 1,0.
4.10.3 The minimum safety factor, SF
swh,synthetic, for synthetic fibre ropes used for unmanned submersibles is to
be obtained from Ch 4, 4.10 Rope safety factors 4.10.2, multiplied by 1,25.
4.11 Transfer systems
4.11.1 Cradles and their rails that are used to transfer diving bells or manned
submersibles from the deck to the Transfer Under Pressure (TUP) facilities are to be
designed in accordance with Ch 4, 2 Shipboard cranes, taking due account of the accelerations from ship motions,
in both the operational and survival conditions.
4.12 Testing
|