Float-on/off operations can take a few forms but are typically used to launch (float-off) or dock (float-on) vessels or floating structures. Typically, the cargo to be launched would be loaded out onto the heavy lift vessel before being submerged in a suitable location.
Cargo
There are many common cargo types for float-off operations such as ships, offshore wind foundations and semi-submersible oil and gas platforms.
Float-off site selection
Float-off site selection is one of the most important factors in engineering a float-off operation. Usually this needs to be relatively close to the load out location, to minimise transit times and seafastening requirements associated with open water. Consideration must be given to the type of
float-off operation achievable, water depths and mooring options, as well as access for personnel and services. Consideration should be given to whether this is a deep open water location, shallow open water location or quayside location. For quayside locations, detailed review of water depths, tidal heights and dredge requirements should be carried out.
Proximity to seabed
Typically, for semi-submersible vessels not classed for grounding, a clearance of at least 0.5m should be maintained between the vessel and seabed. Typical float-off operations are planned with the draught of the barge adjusted to maintain a clearance between as the tide rises until high water
when the maximum draught and clearance can be achieved.
Stability requirements
IMO statutory rules and Class regulations and guidelines should be applied to any float-off operation. Typically, this would be DNV, Noble Denton Guidelines for Marine Operations, or Lloyds Register Rules for floating docks. In general, the main measure of stability is GM. GM is impacted by the
centre of buoyancy, the waterplane area and the VCG as per the below formulae: GM=KB+BM-KG
The rules state that typically, this value should be kept above 1m. Typically, we try to maintain a minimum GM of no lower than 0.5m. Lower than this any offset in TCB caused by asymmetric ballasting can result in a large heel angle. Depending on the type of float-off operation the semi-submersible barge will need to meet the stability requirements by applying one of the below approaches:
Stern Trim: Stern trim float-offs are arguably the simplest and involve the cargo being positioned at the aft end of the barge; this is submerged while maintaining stability by keeping the forward end of the barge above the water, providing the required waterplane area.
Grounded: Grounded float-offs can be required for two reasons:
Free Floating
Free floating float-offs place the highest stability requirements on the barge. The barge must be able to maintain sufficient stability throughout the entire float-off operation, without relying on the seabed for stability. Typically, in this instance the barge would be fitted with floatation tanks or caissons positioned forward and aft. The size of these caissons is determined by the stability characteristics of the given cargo and barge combination. This requires detailed assessment of the barge stability characteristics and impact of the cargo buoyancy and VCG. For free floating float-offs there are two main approaches to submerging the barge:
1. Level Trim: This involves ballasting the barge evenly to maintain a level trim. This approach is typically used by large floating docks with sufficient stability and waterplane area to lift most cargo without low stability being an issue. The worst case stability stage is typically when the water level is at the height of the keel blocks, therefore the main deck is completely below the water with no portion of the cargo yet providing a waterplane area contribution. In this condition the cargo VCG is still relatively high above the waterline with no impact of cargo displacement aiding the stability.
2. Stern Down: When the above level trim approach cannot be applied, a stern trim approach is often required. This involves trimming the barge by the stern (typically to between 4 and 5 degrees) submerging the aft end of the barge and cargo while maintaining stability by keeping the forward end of the barge above the water, thus maintaining its waterplane area contribution. As the barge is trimmed and the cargo submerged, the barge VCG is lowered by the addition of ballast water, the cargo VCG is lowered, the cargo adds a component of waterplane area, and the cargo displacement reduces the cargo load acting on the barge. These benefits can be utilised until the combined barge and cargo have sufficient stability for the forward end of the barge to be lowered. Typically, the lowest stability will occur as the forward deck edge passes below the waterline. At this point all stability will come from the combined waterplane area of the cargo and caissons. The bow is then brought down until the barge is at level trim and then a slight parallel submergence towards float-off.
Water depth
The water depth required to carry out a float-off needs to be sufficient that the semi-submersible barge can submerge to allow the cargo to float free and achieve the minimum required clearance, typically 0.5m, however more may be preferable. Depending on the type of operation additional water depth requirements may be set. The water depth for a grounded float-off is critical and is dependent on the tidal range and submersion capabilities of the barge. For a free-floating float-off, sufficient water depth to maintain a clearance between the barge and seabed is required; if this is to be achieved by relying on the tide then an allowance should be made for suitable tidal windows and possible tidal cuts.
Barge selection and capability
When selecting a semi-submersible heavy lift vessel for a float-off, all of the above factors need to be considered. In some cases, the specific requirements of linked operations such as load-out, transit or mooring may need to be considered. There is a wide array of semi-submersible heavy lift vessels on the market and ensuring the correct vessel is selected is of paramount importance. In some instances, there may not be a suitable vessel available, and modifications may be required. Some key considerations should be:
Multibody interaction
The interaction between the cargo and barge can lead to multibody effects commonly known as sueing loads. For many float-off operations, it is possible to match the trim of the cargo and barge so that the cargo floats off with negligible sueing loads. When there is a significant difference in trim angle, which would cause one end of the cargo to lift off the supports first, a large sueing load occurs. This is often less than the static load on the supports in air, however as the trim difference increases, the load on a single support point can be overloaded. This type of sueing load occurs during the stern trim operations where the cargo floats off at level trim. In this instance, multibody analysis should be carried out to assess the sueing loads throughout the operation to ensure the supports or cargo integrity are not compromised.
Mooring arrangements
Float-offs are typically carried out either in port, against a quayside or in open water. Float-off mooring arrangements usually consist of mooring winches which can be adjusted throughout the operation to maintain the position of the barge. For quayside operations these are usually positioned on the quay and for open water these can be positioned on the barge. For free floating open water float-off operations, where the vessel excursions are less critical, catenary mooring arrangements may be utilised. Unlike most mooring arrangements, where the vessel draught remains constant as the tide rises and falls, float-off mooring arrangements should also consider the mooring performance in the fully submerged condition where the line angles will be vastly different from the surfaced condition.
Tow off
Once the cargo is afloat it needs to be held in place until the required tow off clearance has been achieved. This is typically done using guideposts or tugger lines. Once the clearance has been confirmed the cargo can be towed off using winches or tugs. Consideration should be made when using
tugs whether the selected tug can pass over the barge deck.