Method for connecting underwater pipelines particularly suitable for great depths and big diameters

Abstract: Method for connecting underwater pipelines using a crane equipped support ship and remotely operated vehicles (26A) for seabed works and assistance, allowing a complete remote connection (56) of underwater pipelines, through the use of a mechanical joint, formed by connectors (57A,57B), provided with telescopic capacity, avoiding any pull requirement for both section of the pipeline, and through the use as installation aid in the preferred embodiment of a guidance system installed only seabed without requiring any connection with the surface means.

Description: The invention relates to a new method by which, in situ and without the use of divers or other personnel operating at depth, two underwater pipelines, with diameters up to 40" and also over, can be connected, particularly suitable for great depths and big diameters. Various methods are already known in the art for connecting underwater pipelines. Apart the one used for low and medium depths, based on hyperbaric welding requiring the use of immersed personnel, which can be effected satisfactorily to a maximum depth of the order to 200 metres both because of problems involved in the welding itself and because of problems concerning the operating capacity of the personnel, which is considerably reduced under the excessive external pressure, the other methods used for such connection intervention, based on system not requiring the use of immersed personnel, are mainly limited by two principal factors: pipeline diameter and water depth. Pipeline diameter can be considered the main limiting parameter; in fact all the known methods in the state of the art (see for example GB-1342213 and US-3865655) require one of the two pipeline sections to be connected to be able to be pulled up to the other section being fixed. The pull forces required for this operation increase proportionally with the pipeline diameter and operations with these characteristics have been performed only for pipeline up to 20" (0.508 m.) Water depth, in stead, is a critical parameter due to the fact that all the known methods in the state of the art require a guidance apparatus from surface to seabed to aid their installation on the seabed. Such guidance apparatus is composed by steel guide lines connected on one side to the seabed structure, while on the other side to the ship used as support on surface. This guidance method, at the moment, is considered satisfactory up to a depth of the order of 400 metres because of problems involved in the tensioning of said guide lines. The GB1342213 describes a complex system that needs complicated submarine operations. Besides for big diameter pipelines there can be limitations due to the high pull-in forces necessary to carry out the operation. This system needs surface facilit on which to position the winch able to pull the pipeline that must be connected till to final position. Besides the spool piece that serves to carry out the connection must provide for spherical joints to be able to recover high angular misalignment. The US-3865655 describes a system used essentially for intermediate connections of two pipelines lengths. It needs a subsea sheave which allows the pull-in cable to reach the surface and the pull-in winch, which makes the final positioning of the two pipeline ends, must be positioned on surface. Also in this case the spool piece must be able to recover high angular misalignment and will have to be equiped with spherical joints. Because of this, there is a need for an alternative method able to overcome both the pipeline diameter and depth barriers while ensuring the same operating reliability of the existing systems. The object of the present invention is to obviate said drawbacks by providing a method allowing a complete remote connection of underwater pipelines, not requiring any pull operation to one of the two pipeline sections to be connected, and not requiring the use of guide lines for its installation on seabed, to be performed by a ship with a simple crane. The present invention solves the problem outlined above through the use of a mechanical joint, formed by connectors, provided with telescopic capacity avoiding any pull requirement for both section of the pipeline, and through the use as installation aid in the preferred embodiment of a guidance system installed only seabed without requiring any connection with the surface means. The method for connecting underwater pipelines, object of the present invention, using a crane equipped support ship and remotely operated vehicles for seabed works and assistance, is characterised by including the following steps: a) preliminary installation of a pipeline, called inboard, on a seabed fixed frame; b) laying of a pipeline called outboard, provided with buoyancy tanks, drag chains and an installation skid, by a lay barge, and abandonment of the said outboard pipeline in a defined lay down area; c) lifting of the said outboard pipeline; d) installation of a subsea winch in the foreseen location, provided with guide pins, within the said seabed fixed frame, by the said onboard crane, followed by the locking of the said subsea winch on the said guide pins through hydraulic latches; e) connection of a remotely operated vehicle to the said subsea winch and actuation of the said winch by the said vehicle to unwind the cable of the said subsea winch, aided by a second remotely operated vehicle bringing and connecting the end of the said cable to the outboard pipeline, winding of the said cable and following deflection of the said outboard pipeline up to a connection area provided within the said seabed fixed frame, lowering of the said outboard pipeline through the recovery of the said drag chains and their replacement on the said buoyancy tanks, release of each buoyancy tank and drag chains assembly from the said outboard pipeline and recovery on board of the said assemblies; f) installation of a metrology system to define the distance and angular misalignment between the two said pipelines ends to be connected; g) assembly of a connection system with telescopic capabilities using the measurements of the said metrology system and using a dedicated frame installed on board the said support ship; h) installation of the said connection system on the said seabed fixed frame and connection of the said connection system with the said pipelines ends. At the end of the tasks above mentioned, sealing tests are performed on all the gaskets of the connection system with known procedures in the field. Here below the various steps of the claimed method are summarised. The laying of the installation skid can be performed with the following procedure, known in the state of the art: laying of an outboard pipeline, recovery of the end of the said pipeline onboard the lay barge by a dedicated winch, installation of the said installation skid, laying of the said outboard pipeline, with the said skid installed, in the foreseen lay down area, using the said dedicated winch. Besides, the laying of the installation skid can be performed with the following procedure, further object of the present invention: stop of the laying procedure of the outboard pipeline when the last bar of the said outboard pipeline approaches the first lay barge tensioner, welding of the lower section of the said installation skid on the said last bar of the said outboard pipeline and attachment of a dedicated laying cable, connected to a laying winch, to the other end of the said lower section while the tensioners of the said lay barge are maintained in tension; release and open to the maximum allowable width of the said lay barge tensioners to let the said lower section pass through them and following start of the laying procedure until the said lower section is passed through the last tensioner of the said lay barge; stop of the laying procedure to allow the installation of the upper section of the said installation skid, which is brought in position by the cable of the onboard crane and it is welded to the said lower section, and following installation on the said installation skid of the necessary buoyancy tanks, drag chains and acoustic transponder, depending on its weight, and next start of the laying procedure until the said installation skid exits the stinger of the said lay barge; stop of the laying procedure and installation of the base plate of the said installation skid that is brought in position by the said on board crane wire while divers are required to position and install the said base plate by bolts on the dedicated location on the said installation skid; laying continues up to installation of the said installation skid on the foreseen lay down area. The lifting of the outboard pipeline can be performed by bringing the drag chains from the buoyancy tanks to the sea bottom, being the said drag chains always connected to the said buoyancy tanks by steel wires. The installation of the subsea winch is performed with the following procedure, further object of the present invention: docking and installation of two guide posts, one short and the other long, using the onboard crane wire and aided by a remotely operated vehicle that brings them into dedicated guide post receptacles on the base plate located on the seabed fixed frame; installation of a small subsea winch by a second remotely operated vehicle, used also as hydraulic power supplier, on the foreseen location on the said seabed fixed frame; deploying of the said subsea winch, provided with sliding centering rings for the guidelineless installation, and stop of the deployment operation at least 5 m above the said seabed fixed frame; connection of the cable of the said small subsea winch to one of the said centering rings of the said subsea winch by the first said remotely operated vehicle; actuation of the said small subsea winch while the said subsea winch is gently lowered by the said on board winch crane until the said centering rings engage both the said guide posts; release of the said cable of the said small subsea winch by the said first remotely operated vehicle and installation of the said subsea winch in the final position. Said installation of the subsea winch can be also performed using guide lines, i.e. with known procedures in the field. The recovery on board of the buoyancy tank and drag chains assemblies can be performed with the following known procedure: deployment of a clump weight and connection of the said clump weight to a said single assembly, release of the said assembly by opening of the straps, locking it to the pipeline, through remotely operated vehicle, floating up to the surface of the said assembly with attached the said clump weight, repetition of the previous steps for all the said buoyancy tank and drag chains assemblies installed on the outboard pipeline. The metrology system can be a mechanical and an acoustic one. Further object of the present invention is the mechanical metrology system, that is composed preferentially by two arms, connected through an hinge, each one provided on its extremity of a ball joint, in turn connected through a releasable hydraulic latch to an installation plate provided with a centering funnel to aid and ease the installation phase using the guide posts, being the said hinge and the said ball joints provided with an hydraulic system to lock/unlock them by a remotely operated vehicle. In the case the mechanical metrology system is used, the definition of the distance and angular misalignment between the pipelines ends to be connected can be performed with the following procedure, further object of the present invention: deployment and installation of the mechanical metrology system, being all the moveable sections, i.e. the two ball joints and the central hinge, in unlocked positions during the deployment and installation phase; actuation, by a remotely operated vehicle, of the hydraulic circuit that freeze the configuration of the said mechanical metrology system in the measured position by locking of both said ball joints and of the said central hinge; opening, by the said remotely operated vehicle, of the hydraulic latches locking the extremities of the arms to the installation plates in order to recover the said mechanical metrology system without the said installation plates, and limit then at maximum the force acting on the said ball joints and on the said central hinge, and following recovery on board, separately, of the said mechanical metrology system and of the said installation plates. The installation of the mechanical metrology system can be performed with the following procedure, further object of the present invention: connection, by a remotely operated vehicle, of both the wires of the small subsea winches, previously installed on defined positions within the seabed fixed frame, to the installation plates of the said mechanical metrology system and actuation, at the same time, of the said small subsea winches through a second remotely operated vehicle while the said mechanical metrology system is gently lowered by the on board crane wire; stop of the procedure when the guide funnels of the said mechanical metrology system engage both the guide posts installed on the said seabed fixed frame and following release of the said wires of the said small subsea winches and installation of the said mechanical metrology system in the final position. Said installation of the mechanical metrology system can be also performed using guide lines, i.e. with known procedures in the field. Further object of the present invention is the acoustic metrology system, that is composed preferentially by a transponder unit, used as acoustic signal source and processing unit and installed on a reference plate provided by two docking cones, measuring the distance from the said docking cones with respect to a reference target unit installed on a known position on the subsea fixed frame or on the end of the inboard pipeline. In the case the acoustic metrology system above described is used, the definition of the distance and angular misalignment between the pipelines ends to be connected can be performed with the following procedure, further object of the present invention: deployment of the reference plate of the said acoustic metrology system by the on board crane wire and installation on the installation skid aided by a remotely operated vehicle carrying also the transponder unit; installation of the said transponder unit on the outer docking cone while on the inner docking cone is installed a target unit for the measurement of the vertical misalignment of the said installation skid, following levelling of the said transponder unit with respect to horizontal plane and pointing to the said target unit to measure the said misalignment with respect to the vertical plane of the said installation skid; removal of the said target unit for the misalignment by a second remotely operated vehicle and pointing of the said transponder unit to each one of the three screens mounted on the target unit installed on the seabed fixed frame and acquiring of the distance of each said screen with respect to the said transponder unit; moving of the said transponder unit from the said outer docking cone to the said inner docking cone and pointing of the said transponder unit to each one of the three screens mounted on the target unit installed on the seabed fixed frame and acquiring of the distance of each said screen with respect to the said transponder unit. The assembly on board the support ship of the connection system can be performed with the following procedure, further object of the present invention: installation of the mechanical metrology system on a assembly frame, installed on board the said ship, composed by a support structure carrying two moveable sections, each one including two sliding reference plates, similar to the ones located subsea, i.e. the installation skid base plate and the inboard pipeline base plate, supported by two ball joints, on each said reference plates is in turn installed a mock up of the original hubs installed on the pipeline ends to be connected; adjustment of the two said reference plates of the said assembly frame to fit with the position of the installation plate of the said mechanical metrology system; locking of the configuration of the said reference plates through welding of all the moveable sections of the said plates and following removal of the said mechanical metrology system; installation of the installation plates of the said connection system, which are installed on the said reference plates of the said assembly frame, being composed such a connection system, besides the said installation plates, mainly by two sections, one including a mechanical connector welded to a pipeline section with the same characteristics of the subsea pipeline and carrying two support/centering collars to allow system extension, the other section including a mechanical connector welded to a pipeline section with the same characteristics of the subsea pipeline and carrying two support/centering collars to allow system extension and including also a telescopic joint, in turn including its related locking system; installation of the two said sections of the said connection system on the said assembly frame in such a way to have between the said mechanical connectors and the said hubs mock up the design clearance; preparation and installation of a pipe piece between the two said sections and connection of the said pipe piece to the said sections to obtain then the connection system assembled, completed by the installation of dedicated support cradles, shock absorbers and centering rings. The adjustment of the assembly frame is preferentially based on the measurements acquired by the acoustic measurement system above described and in accordance with the definition of the distance and angular misalignment performed with the procedure above described. The installation of the connection system can be performed with the following procedure, further object of the present invention: connection, by a remotely operated vehicle, of both the wires of the small subsea winches, previously installed on defined positions within the seabed fixed frame, to the centering rings mounted on the installation plates of the said connection system and actuation, at the same time, of the said small subsea winches through a second remotely operated vehicle while the said connection system is gently lowered by the on board crane wire; stop of the procedure when the said centering rings engage both the guide posts installed on the said seabed fixed frame and following release of the said wires of the said small subsea winches and installation of the said connection system in the final position. Said installation of the connection system can be also performed using guide lines, i.e. with known procedures in the field. The connection of the connection system with the pipelines ends is performed with the following known procedure: extension, by a remotely operated vehicle providing hydraulic power, of the telescopic joint and, maintaining pressure inside the said joint, closing of the mechanical connectors; performing of sealing tests on both the said connectors; actuation, by the said remotely operated vehicle, of the locking system of the said telescopic joint and energising of an internal gasket to seal the whole system, with following sealing test of the said gasket. Each step of the method, object of the present invention, can be controlled by visual indicators mounted on each component of the system, in turn monitored by underwater TV cameras installed on the remotely operated vehicles, which are: indicators of contact between surfaces to monitor the installation of all the components on the seabed fixed frame, each of the said indicator is formed by a painted pin kept in position by a return spring, once the surfaces are in contact, the said pin is pushed outside making visible the said painted section of the said pin itself; indicators of hydraulic cylinders status to monitor the function being actuated, consisting in making each said cylinder with double rod and painting the external section, seeing or not the said painted rod will give the said cylinder status; pressure indicators, to monitor hydraulic components status, represented by pressure gauges installed on each module; mechanical revolution counter to monitor the length of the subsea winch cable wind/unwind; bar indicators to monitor the status of the mechanical connectors and of the telescopic joint. Each step of the method, object of the present invention, can be alternately monitored through electronic sensors mounted on each component of the system and directly linked to a control unit located on the support ship through a dedicated cable of the remotely operated vehicles. The connection system can be of any type and composed by two connectors of any type and by a telescopic section, or a connection system including the telescopic capability in the said connectors. The actuation of the moveable components of the connection system, i.e. the mechanical connectors and the telescopic joint, can be performed by mechanical and/or hydraulic tools both internal and external to the said connection system. The deflection operation of the outboard pipeline can be performed by a subsea winch directly installed on the seabed or in other position different from the one provided on the seabed fixed frame. The connection system can be installed with the seabed fixed frame and the intervention procedures require only the installation of the outboard pipeline. The support frames, both for the inboard and the outboard pipelines, installed on the said seabed fixed frame, can be positioned in front, or inside, or in any other location with respect to the said seabed fixed frame, and can be connected to the said seabed fixed frame through whatever system during, or after, the installation of the said seabed fixed frame. An alternative to the claimed method consists laying directly the outboard pipeline in the connection area provided on the seabed fixed frame without requiring any deflection operation, including in that all the possible installation methods, i.e.: direct installation at the end of the laying procedure ("second end"); direct installation at the start of the laying procedure ("first end"). Of course, using such an alternative, steps c) and d) are no more present. Each step of the claimed method, including the alternative above described, can be performed, in the preferred embodiment, without any need of immersed personnel; however it can be also performed by immersed personnel carrying out some, or all, the foreseen operations, being maintained the spirit of the present invention. The actual operation and advantages of the present invention will be better understood by referring to the following detailed description and the attached figures in which: Figs. 1 and 2 are plan and side views of the seabed fixed frame where, in accordance to the method of the present invention, the connection between the two pipeline sections is performed. Figs. 3 to 7 show different steps relevant to the installation of the foreseen pipeline fittings, i.e. buoyancy tanks, drag chains and installation skid, in accordance to the preferred embodiment of the present invention. In particular: fig. 3 is a plan view of a possible lay barge layout during laying, showing the main interesting items; fig. 4 is a side view of the buoyancy tanks and drag chains installation; figs. 5, 6, and 7 are side views of the three main steps related to the mounting of the installation skid. Figs. 8 and 9 are side views of the installation of the subsea winch, in accordance to the preferred embodiment of the present invention. In particular: fig. 8 shows the subsea winch docking phase using the small subsea winch; fig. 9 shows the subsea winch installed. Fig. 10 is a side view of the pipeline lifting operation by remotely operated vehicle, in accordance to the preferred embodiment of the present invention. Fig. 11 is a side view of the remotely operated vehicle connection and actuation of the subsea winch, in accordance to the preferred embodiment of the present invention. Figs. 12 to 14 are plan views of the pipeline deflection operation, in accordance to the preferred embodiment of the present invention. In particular: fig. 12 shows the unwinding and installation of the deflection cable by remotely operated vehicle; fig. 13 shows the pipeline during the deflection; fig. 14 shows the pipeline at the end of the deflection ready for the lowering operation. Figs. 15 and 16 are front views of the pipeline lowering operation performed by remotely operated vehicle, in accordance to the preferred embodiment of the present invention. In particular: fig. 15 shows the pipeline configuration at the end of the deflection procedure; fig. 16 shows the lowered pipeline configuration after recovery of the drag chains. Figs. 17 and 18 are front views of the buoyancy tanks/drag chains release and recovery on the surface by remotely operated vehicle, in accordance to the preferred embodiment of the present invention. In particular: fig. 17 shows the remotely operated vehicle going to release the buoyancy tanks/drag chains assembly; fig. 18 shows the said buoyancy tanks/drag chains assembly floating up to the surface. Fig. 19 is a side view of the recovery of the subsea deflection winch, in accordance to the preferred embodiment of the present invention. Fig. 20 is a side view of the installation and connection of the small subsea winches used for the guidelineless installation of all the equipments, in accordance to the preferred embodiment of the present invention. Figs. 21 and 22 are side views of the installation and operation of the mechanical metrology module, in accordance to the preferred embodiment of the present invention. In particular: fig. 21 shows the mechanical metrology module docking phase using the small subsea winches; fig. 22 shows the said mechanical metrology module installed and operated by a remotely operated vehicle. Fig. 23 is a side view of the recovery of the mechanical metrology module, in accordance to the preferred embodiment of the present invention. Fig. 24 is a side view of the re-connection, performed on board the provided depot ship, of the mechanical metrology module with its installation plates, in accordance to the preferred embodiment of the present invention. Fig. 25 is a side view of the adjustment and locking, on board the provided depot ship, of the mock up structure used for the connection system assembly, using the mechanical metrology module locked in the seabed measured configuration, in accordance to the preferred embodiment of the present invention. Figs. 26 to 28 are side views of the connection system assembly operation, on board the depot ship, using the mock up structure, in accordance to the preferred embodiment of the present invention. In particular: fig. 26 shows the installation of the two sections in which the connection system is split before assembly; fig. 27 shows the installation of the piece of pipe, connecting the two sections, shaped in such a way to adjust the connection system on the right configuration given by the mock up structure; fig. 28 shows the assembled connection system configuration before removal from the mock up structure. Fig. 29 is a side view of the connection system ready for the deployment, on board the provided support ship, including shock absorbers and centering rings for guidelineless installation, installed after connection system removal from the mock up structure, in accordance to the preferred embodiment of the present invention. Fig. 30 is a side view of the protection caps removal and hubs inspection and cleaning operations carried out by remotely operated vehicle, in accordance to the preferred embodiment of the present invention. Figs. 31 to 33 are side views of the installation and operation of the connection system, in accordance to the preferred embodiment of the present invention. In particular: fig. 31 shows the connection system docking phase using the small subsea winches; fig. 32 shows the connection system installed and the recovery by remotely operated vehicles of the small subsea winches; fig. 33 shows the connection system after completion of the connection procedure by remotely operated vehicle. Fig. 34, at last, is a side view of the final configuration of the system installed at the end of the whole procedure, in accordance to the preferred embodiment of the present invention. Figs. 35 and 36 are plan and side views of the installation of the acoustic metrology system, in accordance to an alternative measurement system for the present invention. Fig. 37 is a side view of the acoustic measurement relevant to the definition of the installation skid misalignment in the vertical plane, in accordance to an alternative measurement system for the present invention. Fig. 38 is a plan view of the acoustic measurement relevant to the first step for the definition of the installation skid position with respect to the seabed fixed frame, in accordance to an alternative measurement system for the present invention. Fig. 39 is a plan view of the acoustic measurement relevant to the second, and last, step for the definition of the installation skid position with respect to the seabed fixed frame, in accordance to an alternative measurement system for the present invention. Referring now to figs 1 and 2, a subsea structure 1, representing alternately an Export Riser Base, a Template or a generic structure requiring an operation object of the present invention, is disposed on marine bottom 9. Other frames, part of the present invention, are attached to the said subsea structure 1 by welding or by other known means (not shown): the inboard hub support frame 2, supporting both the pre-installed pipeline section 7, whose end is protected by a cap 8 to avoid water intrusion, and the base plate 3, aimed to serve as reference for the installation of the various modules considered in the present invention; the installation skid support frame 4 representing the reference area for the installation of the laid section of the pipeline 10 (see Figure 3) to be connected; the base plate 5 representing the reference area for the installation of the subsea winch 28 (see Figure 8) aimed to deflect the said laid section of the pipeline 10 (see Figure 3); the base plate 6 representing the reference area for the installation of a second subsea winch, similar to the said one 28 (see Figure 8), aimed to pull, in case of emergency, the said laid section of the pipeline 10 (see Figure 3). Referring to figs. from 4 to 7, the second pipeline section 10 to be connected is laid by a suitable lay barge 11 with standard laying procedures (known); hereinafter, instead, are given the special procedures for the laying of the last part of the said second pipeline section 10 including equipments of the present invention. The pipeline section 10 is laid with installed the buoyancy tanks 12, drag chains 13, and acoustic transponder 14. The assembly (12+13+14) is installed on the pipeline section 10 at given spacing, after the last lay barge tensioner 15C, through dedicated releasable straps 16. The laying procedure is stopped when the last bar 17 of the pipeline section 10 approaches the first lay barge tensioner 15A. The lower section 18A of the installation skid 18 is then welded to the last bar 17 of the pipeline section 10 and a laying cable 19 is attached to the said lower section 18A. The cable 19 is connected to a dedicated laying winch (not shown) able to guarantee the required laying pull force. During all the operation, the lay barge tensioners (15A+15B+15C) force is maintained. The laying cable 19 is tensioned and the lay barge tensioners (15A+15B+15C) are released and open to the maximum allowable width to let the lower section 18A of the installation skid 18 pass through them. The laying procedure is then started until the lower section 18A of the installation skid 18 pass over the last lay barge tensioner 15C. The laying procedure is stopped again to allow the installation of the upper section 18B of the installation skid 18 which shall be welded on the location provided on the lower section 18A. The upper section 18B is moved in the foreseen location by the on board crane wire 20 and welded to the lower section 18A. The installation skid 18 is then provided with the necessary buoyancy tanks 12, drag chains 13 and acoustic transponder 14, depending on its weight. Laying procedure continues until the installation skid 18 exits the lay barge stinger 21. The laying is then stopped and the installation skid base plate 18C is brought in position by the on board crane wire 20. Divers are required to position and install the base plate 18C by bolts on dedicated location (not shown) on the installation skid 18 itself. After this, laying continues with standard procedure, not described, up to the installation of the installation skid 18 on the foreseen lay down target area 34 (see Figure 12) located at defined position with reference to the subsea structure 1 (see Figure 1). Referring to fig. 8, a depot ship 22 with a crane 23 is on site ready to start the intervention. All the system's modules and equipment are located on board. Two guide posts, one long 24A and one short 24B, are deployed using the on board crane wire 25. The docking and installation of the guide posts is aided by a remotely operated vehicle 26A that brings them into the dedicated guide post receptacles on the base plate 5 located on the subsea structure 1. A small subsea winch 27A is installed by the second remotely operated vehicle 26B on the foreseen location (not shown) on the subsea structure 1. The remotely operated vehicle 26B will permanently be connected to the winch 27A in order to provide hydraulic power. The subsea winch 28 is deployed provided with the sliding centering rings 29 for the guidelineless installation. Deployment operation shall stop at least 5 m above the subsea structure 1. The first remotely operated vehicle 26A, provided with a dedicated interface skid 30A, connects the small winch cable 31A to the centering ring 29. Referring to fig. 9, the small subsea winch 27A is actuated while the subsea winch 28 is gently lowered by the on board crane wire 25. This operation is performed until the centering rings 29 engage both the guide posts 24A 24B. Then the small winch cable 31A is released by the remotely operated vehicle 26A and the subsea winch 28 is lowered in the final position. The small winch 27A is recovered on board and disconnected from the remotely operated vehicle 26B, which is then launched again to perform laid pipeline section 10 lifting operation. This is done (see fig. 10) by releasing of the drag chains 13 located on each buoyancy tank 12, starting from the first buoy located on the installation skid 18, and their positioning on the sea bottom 9. Referring to fig. 11, the first remotely operated vehicle 26A, through the provided interface skid 30A, stabs in the dedicated panel 32 mounted on the subsea winch 28 and actuates the hydraulic latches (not shown) to lock the subsea winch 28 in position. Referring to fig. 12, 13, and 14, the second remotely operated vehicle 26B, then, brings the deflection cable 33 end towards the installation skid 18. The operation is driven by the first remotely operated vehicle 26A providing hydraulic power to the subsea winch 28 in order to allow deflection cable 33 unwinding. After installation of the deflection cable 33, the first remotely operated vehicle 26A actuates the subsea winch 28 to deflect the pipeline section 10 from the lay down target area 34 until the installation skid 18 reaches the final position over the installation skid support frame 4 on the subsea structure 1. Pipeline lowering operation is then started. This is done (see figs. 15 and 16), using the remotely operated vehicle 26B, by recovery of the drag chains 13 and their replacing on the initial positions onto the buoyancy tanks 12. The operation is performed while keeping tensioned the deflection cable 33, in order to maintain the installation skid 18 in position over the installation skid support frame 4. Buoyancy tanks 12 and drag chains 13 assemblies are then recovered on board by a dedicated procedure which consists in (see figs. 17 and 18): deployment of a clump weight 35 and connection of the said clump weight 35 to the buoyancy tank 12, release of the said buoyancy tank 12 by opening of the straps 16, floating of the buoyancy tank 12 with the attached clump weight 35 up to surface. The first remotely operated vehicle 26A, after disconnection of the deflection cable 33 (not shown - see figure 16) from the installation skid 18, unlock the hydraulic latches (not shown) to free the subsea winch 28 and allow its recovery (see fig. 19). Referring to fig. 20, the guide posts 24A and 24B are moved into the dedicated guide post receptacles (not shown) on the installation skid 18 and on the inboard hub support frame's base plate 3. The shorter guide post 24B is located on the installation skid 18. The longer guide post 24A is not visible. Both the small subsea winches 27A and 27B are installed on the foreseen locations (not shown) on the subsea structure 1. The first remotely operated vehicle 26B will permanently be connected to the second small subsea winch 27A installed on the location closer to the inboard hub support frame 2, in order to provide hydraulic power for both said small subsea winches. The second remotely operated vehicle 26A connects hydraulically the two said small subsea winches 27A and 27B by means of a dedicated flexible hose 36. The said flexible hose 36 is on one side fixed to the second installed small subsea winch 27A, while on the other carries a mateable hydraulic underwater connector 37 to be connected to the first small subsea winch 27B. The mechanical metrology module 38 is deployed (see fig. 21). The said module 38 consists of two arms 38A connected through a hinge 43; each arm 38A is provided, on its extremity, of a swivel joint 42 in turn connected, through a releasable hydraulic latch (not shown), to the module's installation plates 39. Each installation plate 39 is provided with a centering funnel 40 to aid and ease the installation phase using the guide posts 24A 24B; the said funnel 40 is used instead the centering rings 29 (see figure 9) in order to minimise the installation tolerances of the said module 38. The said hinge 43 and said swivels 42 are provided with an hydraulic system (not shown) to lock/unlock them by a remotely operated vehicle. During deployment and installation, all the moveable sections, i.e. the two swivels 42 and the central hinge 43, are in unlocked position. Deployment operation shall stop at least 5 m above the subsea structure 1. The second remotely operated vehicle 26A, launched with the interface skid 30A, connects both the small subsea winch cables 31A and 31B to the installation plates 39 of the mechanical metrology module 38. Both the small subsea winches 27A and 27B are then actuated at the same time by the remotely operated vehicle 26B, while the module 38 is gently lowered by the on board crane wire 25. This operation is performed until the guide funnels 40 engage both the guide posts 24A and 24B. Then the small subsea winches' cables 31A and 31B are released and the mechanical metrology module 38 is lowered in the final position (see fig. 22). The second remotely operated vehicle 26A checks that the mechanic latches (not shown) engage both the installation skid 18 and the inboard hub support frame's base plate 3 to lock the module installation plates 39 in position. No remotely operated vehicle stab into the dedicated panel 41 is requested, expect for emergency purposes, since all the actuations are foreseen to be power supplied by dedicated hydraulic accumulators (not shown) installed on the mechanical metrology module 38 itself. The second remotely operated vehicle 26A actuates then the hydraulic circuit that freeze the mechanical metrology module 38 configuration in the measured position by locking of both the swivels 42 and of the central hinge 43. The first remotely operated vehicle 26B disconnects from the second small subsea winch 27A to assist the recovery operations. Both the small subsea winches 27A and 27B are left subsea for connection system installation. Referring now to fig. 23, the second remotely operated vehicle 26A opens then the latches (not shown) locking the arms' ends 44 with the installation plates 39 in order to recover the mechanical metrology module 38 without the said installation plates 39 and limit then at maximum the force acting on the swivels 42 and hinge 43 during the said recovery procedure, then increasing the system reliability. The mechanical metrology module 38 is then gently recovered up to an height of 10 m from the seabed under strict control of both remotely operated vehicles 26A and 26B. This to guarantee that no impacts occur, during the lifting, which could cause errors/deformation in the said mechanical metrology module 38 frozen configuration. Then the said module 38 is recovered on board with standard procedure, while the installation plates 39 are recovered separately (not shown). To remember that the mechanical latches (not shown), locking the said installation plates 39 to both the installation skid 18 and the inboard hub support frame's base plate 3, disengage automatically when the installation plates 39 are pulled up. Referring to figs. 24 and 25, the subsea measured layout is then recreated on board to serve as reference for the assembly of the connection system. The mechanical metrology module 38 is re-connected to the recovered installation plates 39 on the ship's deck 45 by actuating the latches (not shown) on the arms' ends 44. Using the on board crane wire 25, the mechanical metrology module 38 is then moved on the spool piece handling frame 46, located on the ship's deck 45, which will be used as reference frame for the connection system 50 (see figure 28) assembly. The spool piece handling frame 46 is composed by a support structure 46A carrying two moveable sections, each one including two sliding reference plates 47, similar to the ones located subsea i.e. the installation skid base plate 18C (see figure 7) and the inboard hub support frame base plate 3 (see figure 1), supported by two ball swivels 48. This layout allows a complete 5-degree of freedom, excluding height regulation, for each reference plate 47; of course, if needed, the height regulation can be implemented by inserting an elevation cylinder supporting the said ball swivels 48. On each reference plate 47 is then installed a mock up 55A 55B of the original hubs 68A 68B (see figure 30) installed subsea. Two sliding supports 61A 61B are also inserted to carry the connection system 50 (see figure 28) before fixing the said system 50 (see figure 28) to its installation plates 51 (see figure 26). The two reference plates 47 of the spool piece handling frame 46 are adjusted (distance and angular misalignment) to fit with the position of the mechanical metrology module installation plates 39. The reference position of the said plates 47 is then fixed by welding all the moveable sections of the plates 47 themselves, i.e. the ball swivels 48 and the sliding supports 49. The mechanical metrology module 38 is then removed at the end of the welding processes. As alternative to the use of the mechanical metrology module 38, figures from 35 to 39 report the procedure in case of use of an acoustic system: the measurement procedure described hereinafter (see figures 35 and 36) is performed by an acoustic system formed by a transponder unit 70, used as acoustic signal source and processing unit, installed on the a reference plate 69, provided by two docking cones 71A 71B, and measuring the distance of the said docking cones 71A and 71B of the said reference plate 69 with respect to a reference a target unit 72 installed on a known position on the seabed fixed frame 1; the transponder unit 70 points, with a dedicated procedure, at three screens 73A, 73B, 73C installed on the said target unit 72 at known positions. Referring to fig. 35 and 36, the acoustic measurement system reference plate 69 is deployed by the on board crane wire 25 and installed on the installation skid 18. The docking and installation of the said reference plate 69 is aided by a remotely operated vehicle 26A carrying also the transponder unit 70; due to the low weight of the reference plate 69, its installation does not require guide posts 24A 24B (not shown). Referring now to fig. 37, the transponder unit 70 is installed on the outer docking cone 71A (see figure 36) while on the inner docking cone 71B (see figure 36) has been installed a target unit 74 for the measurement of the installation skid's misalignment 75 in the vertical plane. The transponder unit 70 is first levelled with the horizontal plane by using internal sensors (not shown) and then pointed at the target unit 74 to measure the said installation skid's misalignment 75 in the vertical plane. The target unit 74 is then removed by the second remotely operated vehicle 26B (not shown). Referring to fig. 38, the transponder unit 70 is pointed to each one of the three target screens 73A 73B 73C and the distances 76A 76B 76C relevant to each screen location from the transponder 70 position are taken. Referring to figure 38, the transponder unit 70 is moved from the outer docking cone 71A to the inner docking cone 71B (see figure 38), then the transponder unit 70 is pointed to each one of the three target screens 73A 73B 73C and the distances 77A 77B 77C relevant to each screen location from the transponder 70 position are taken. At the end of measurement, the reference plate 69 is recovered on board (not shown); with reference to figure 25, the two reference plates 47 of the spool piece handling frame 46 are adjusted (distance and angular misalignment) to fit with the measurement taken by the acoustic system. The reference position of the said plates 47 is then fixed by welding all the moveable sections of the plates 47 themselves, i.e. the ball swivels 48 and the sliding supports 49. Note that in this case figure 25 has to be read without the mechanical metrology module 38 installed on the assembly frame 46. Referring to fig. 26, the installation plates 51 of the connection system 50 (see figure 28) are installed on the reference plates 47 of the spool piece handling frame 46 previous fixed. The connection system 50 (see figure 28), besides the mentioned installation plates 51, is composed, in the preferred embodiment (see Norwegian patents no. 943283 and 942747 by Kongsberg Offshore A/S), mainly by two sections 52 and 53, to be connected by a suitable pipe adapter 63 (see figure 27) in order to have the right configuration with reference to the measured subsea layout. The said section 52 includes a mechanical connector 54A welded to a section of pipe 58, with the same characteristics of the subsea pipeline, carrying two support/centering collars 65A to allow system extension; the said section 53 includes a mechanical connector 54B welded to a section of pipe 59, with the same characteristics of the subsea pipeline, carrying two support/centering collars 65B to allow system extension, and integrate part of the telescopic joint 56, in turn including also the locking system 57. On the telescopic joint 57 is installed the dedicated panel 60, interface with the remotely operated vehicle. The two sections 52 and 53 of the connection system 50 (see figure 28) are installed on the spool piece handling frame 46 in such a way to have between the mechanical connectors 54A 54B and the hubs mock up 55A 55B the design clearance. In this phase both the mechanical connectors 54A 54B and the telescopic joint 56 are in closed position, and the telescopic joint locking mechanism 57 is open. The two sections 52 and 53 are also provided by two sliding hydraulic cylinders 62A 62B to allow precise regulation of the sections themselves. After this (see figure 27), the pipe adapter 63 is prepared and installed in the design position. Referring now to figure 28, the connection system 50 is then tested and the support/centering collars 65A 65B are connected to the relevant installation plates 51 by inserting and welding dedicated support cradles 64. The on board crane wire 25 is connected to the connection system lifting points 66 (see figure 29), then the connection system 50 is lifted and maintained suspended on the ship's deck 45 while shock absorbers 67 and centering rings 29 are installed. Referring to fig. 30, while the said connection system 50 (see figure 29) assembly is being performed, the two protection caps 8A (not shown) and 8B are removed and recovered and the two hubs 68A 68B are cleaned by the remotely operated vehicle 26B provided with a water jetting cleaning tool 78; in the mean time the second remotely operated vehicle 26A is deployed and connected to the small subsea winch 27A, still connected to the other winch 27B through the hydraulic flexible hose 36. The connection system 50 is deployed (see fig. 31), deployment operation shall stop at least 5 m above the subsea structure 1. The remotely operated vehicle 26B connects both the small winch cables 31A and 31B to the centering rings 29 of the connection system 50. Both the small subsea winches 27A and 27B are then actuated at the same time by the remotely operated vehicle 26A, while the connection system 50 is gently lowered by the on board crane wire 25. This operation is performed until the centering rings 29 engage both the guide posts 24A and 24B. Then the small subsea winches' cables 31A and 31B are released and the connection system 50 is lowered in the final position (see fig. 32) on the subsea structure 1. Both subsea small winches 27A 27B are recovered on board by the remotely operated vehicles 26A 26B. Referring now to figure 33, the first remotely operated vehicle 26A is launched, provided with the dedicated interface skid 30A, and stabs in the panel 60 installed on the connection system 50. The second remotely operated vehicle 26B is launched provided with the other interface skid 30B in order to substitute the first vehicle 26A, if required during any step of the following operations. The first remotely operated vehicle 26A provides hydraulic power to extend the telescopic joint 56. While maintaining pressure inside the said telescopic joint, the said remotely operated vehicle 26A closes the connectors 57A 57B; the seal tests on both the connectors are then carried out with standard procedure (not described). The said remotely operated vehicle 26A, then, actuates the telescopic joint locking mechanism 57, and energises the internal gasket (not shown) to seal the whole system. At last the seal test of the gasket itself is carried out with standard procedure (not described). Figure 34 shows the final layout of the system at the end of the installation procedure; the connection system 50 connects the outboard section of the pipeline 10 with the inboard one 7 through the two mechanical connectors 57A 57B closed onto the outboard and inboard pipeline hubs 68B 68A (not shown - see figure 30). The telescopic joint 57 of the connection system 50 is locked, to prevent any movement due to pipeline expansion/retraction force in operating conditions, by the telescopic joint locking mechanism 58.

Claims: Method for connecting underwater pipelines, particularly suitable for great depths and optimised on big diameters, using a crane 23 equipped support ship 22 and remotely operated vehicles 26A-26B for seabed works and assistance, including the following steps: a) preliminary installation of a pipeline, called inboard 17, on a seabed 9 fixed frame 1; b) laying of a pipeline called outboard 10, provided with buoyancy tanks 12, drag chains 13 and an installation skid 18, by a lay barge 11, and abandonment of the said outboard pipeline 10 in a defined lay down area 34. c) lifting of the said outboard pipeline 10, characterized by comprising also the following steps : d) installation of a subsea winch 28 in the foreseen location, provided with guide pins, within the said seabed 9 fixed frame 1 by the said onboard crane 23, followed by the locking of the said subsea winch 28 on the said guide pins through hydraulic latches; e) connection of a remotely operated vehicle 26A to the said subsea winch 28 and actuation of the said winch by the said vehicle to unwind the cable 33 of the said subsea winch, aided by a second remotely operated vehicle 26B bringing and connecting the end of the said cable 33 to the outboard pipeline 10, winding of the said cable 33 and following deflection of the said outboard pipeline 10 up to a connection area provided within the said seabed 9 fixed frame 1, lowering of the said outboard pipeline 10 through the recovery of the said drag chains 13 and their replacement on the said buoyancy tanks 12, release of each buoyancy tank and drag chains assembly from the said outboard pipeline 10 and recovery on board of the said assemblies; f) installation of a metrology system to define the distance and angular misalignment between the two said pipelines ends to be connected; g) assembly of a connection system with telescopic capabilities using the measurements of the said metrology system and using a dedicated frame installed on board the said support ship; h) installation of the said connection system on the said seabed fixed frame and connection of the said connection system with the said pipelines ends. Method, as reported in claim 1, where the laying of the installation skid 18 is performed with the following procedure: laying of an outboard pipeline 10, recovery of the end of the said pipeline onboard the lay barge 11 by a dedicated winch, installation of the said installation skid 18 laying of the said outboard pipeline 10, with the said skid installed, in the foreseen lay down area 34, using the said dedicated winch. Method, as reported in claim 1, characterised in that the laying of the installation skid 18 is performed with the following procedure: stop of the laying procedure of the outboard pipeline 10 when the last bar 17 of the said outboard pipeline 10 approaches the first lay barge 11 tensioner 15A, welding of the lower section of the said installation skid 18 on the said last bar 17 of the said outboard pipeline 10 and attachment of a dedicated laying cable 19, connected to a laying winch, to the other end of the said lower section while the tensioners 15A+15B+15C of the said lay barge 11 are maintained in tension; release and open to the maximum allowable width of the said lay barge tensioners 15A+15B+15C to let the said lower section 18A pass through them and following start of the laying procedure until the said lower section is passed through the last tensioner 15C of the said lay barge 11. stop of the laying procedure to allow the installation of the upper section 18B of the said installation skid, which is brought in position by the cable 20 of the onboard crane and it is welded to the said lower section 18A and following installation on the said installation skid of the necessary buoyancy tanks 12 drag chains 13 and acoustic transponder 14, depending on its weight, and next start of the laying procedure until the said installation skid exits the stinger 21 of the said lay barge 11, stop of the laying procedure and installation of the base plate 18C of the said installation skid that is brought in position by the said on board crane wire 20 while divers are required to position and install the said base plate 18C by bolts on the dedicated location on the said installation skid; laying continues up to installation of the said installation skid 18 on the foreseen lay down area 34. Method, as reported in claim 1, where the lifting of the outboard pipeline 10 is performed by bringing the drag chains 13 from the buoyancy tanks 12 to the sea bottom, being the said drag chains always connected to the said buoyancy tanks by steel wires. Method, as reported in claim 1, characterised in that the installation of the subsea winch 28 is performed with the following procedure: docking and installation of two guide posts 24A+24B one short and the other long, using the onboard crane wire 25 and aided by a remotely operated vehicle 26A that brings them into dedicated guide post receptacles on the base plate 5 located on the seabed fixed frame; installation of a small subsea winch by a second remotely operated vehicle 26B used also as hydraulic power supplier, on the foreseen location on the said seabed 9 fixed frame 1, deploying of the said subsea winch 28 provided with sliding centering rings 29 for the guidelineless installation, and stop of the deployment operation at least 5 m above the said seabed fixed frame; connection of the cable 31A of the said small subsea winch 27A to one of the said centering rings 29 of the said subsea winch by the first said remotely operated vehicle 26A, actuation of the said small subsea winch 27A while the said subsea winch 28 is gently lowered by the said on board winch crane until the said centering rings 29 engage both the said guide posts 24A+24B. release of the said cable 31A of the said small subsea winch 27A by the said first remotely operated vehicle 26A and installation of the said subsea winch 28 in the final position. Method, as reported in claim 1, characterised in that the installation of the subsea winch is performed using guide lines. Method, as reported in claim 1, where the recovery on board of the buoyancy tank 12 and drag chains 13 assemblies is performed with the following procedure: deployment of a clump weight 35 and connection of the said clump weight to a said single assembly 12+13, release of the said assembly by opening of the straps 16, locking it to the pipeline, through remotely operated vehicle, floating up to the surface of the said assembly with attached the said clump weight, repetition of the previous steps for all the said buoyancy tank and drag chains assemblies installed on the outboard pipeline. Method, as reported in claim 1, where the metrology system is a mechanical one. Method, as reported in claim 8, where the mechanical metrology system 38 is composed by two arms 38A, connected through an hinge 43, each one provided on its extremity of a ball joint 42 in turn connected through a releasable hydraulic latch to an installation plate 39 provided with a centering funnel 40 to aid and ease the installation phase using the guide posts 24A+24B, being the said hinge 43 and the said ball joints 42 provided with an hydraulic system to lock/unlock them by a remotely operated vehicle. Method, as reported in claim 9, characterised in that the definition of the distance and angular misalignment between the pipelines ends to be connected is performed with the following procedure: deployment and installation of the mechanical metrology system, being all the moveable sections, i.e. the two ball joints and the central hinge, in unlocked positions during the deployment and installation phase; actuation, by a remotely operated vehicle, of the hydraulic circuit that freeze the configuration of the said mechanical metrology system in the measured position by locking of both said ball joints and of the said central hinge; opening, by the said remotely operated vehicle, of the hydraulic latches locking the extremities of the arms to the installation plates in order to recover the said mechanical metrology system without the said installation plates, and limit then at maximum the force acting on the said ball joints and on the said central hinge, and following recovery on board, separately, of the said mechanical metrology system and of the said installation plates. Method, as reported in claim 9, characterised in that the installation of the mechanical metrology system is performed with the following procedure: connection, by a remotely operated vehicle, of both the wires 31A+31B of the small subsea winches 27A+27B previously installed on defined positions within the seabed fixed frame, to the installation plates 39 of the said mechanical metrology 38 system and actuation, at the same time, of the said small subsea winches 27A+27B through a second remotely operated vehicle 26B while the said mechanical metrology system 38 is gently lowered by the on board crane wire 25, stop of the procedure when the guide funnels 40 of the said mechanical metrology system engage both the guide posts 24A+24B installed on the said seabed fixed frame 1 and following release of the said wires 31A+31B of the said small subsea winches 27A+27B and installation of the said mechanical metrology system 38 in the final position. Method, as reported in claim 9, characterised in that the installation of the mechanical metrology system is performed using guide lines. Method, as reported in claim 1, where the metrology system is an acoustic one. Method, as reported in claim 13, where the acoustic metrology system is composed by a transponder unit 70 used as acoustic signal source and processing unit and installed on a reference plate 69 provided by two docking cones 71A+71B measuring the distance from the said docking cones with respect to a reference target unit 72 installed on a known position on the subsea fixed frame 1 or on the end of the inboard pipeline. Method, as reported in claim 14, characterised in that the definition of the distance and angular misalignment between the pipelines ends to be connected is performed with the following procedure: performing of the measurements by an acoustic metrology system; deployment of the reference plate of the said acoustic metrology system by the on board crane wire 20 and installation on the installation skid aided by a remotely operated vehicle carrying also the transponder unit 70; installation of the said transponder unit 70 on the outer docking cone 71A while on the inner docking 71B cone is installed a target unit 74 for the measurement of the vertical misalignment 75 of the said installation skid, following levelling of the said transponder unit 70 with respect to the horizontal plane and pointing to the said target unit 74 to measure the said misalignment 75 with respect to the vertical plane of the said installation skid; removal of the said target unit 74 for the misalignment by a second remotely operated vehicle and pointing of the said transponder unit 70 to each one of the three screens 73A+73B+73C mounted on the target unit installed on the seabed fixed frame and acquiring of the distance 76A+76B+76C of each said screen with respect to the said transponder unit 70. moving of the said transponder 70 unit from the said outer docking 71A cone to the said inner docking cone 71B and pointing of the said transponder unit to each one of the three screens 73A+73B+73C mounted on the target unit installed on the seabed fixed frame and acquiring of the distance of each said screen 77A+77B+77C with respect to the said transponder unit. Method, as reported in claim 1, characterised in that the assembly on board the support ship of the connection system is performed with the following procedure: installation of the mechanical metrology system 38 on a assembly frame 46 installed on board the said ship, composed by a support structure 46A carrying two moveable sections, each one including two sliding reference plates 47 similar to the ones located subsea, i.e. the installation skid base plate 18C and the inboard pipeline base plate 3 supported by two ball joints 48 on each said reference plates 47 is in turn installed a mock up of the original hubs 68A+68B installed on the pipeline ends to be connected; adjustment of the two said reference plates 47 of the said assembly frame 46 to fit with the position of the installation plate 39 of the said mechanical metrology system; locking of the configuration of the said reference 47 plates through welding of all the moveable sections of the said plates and following removal of the said mechanical metrology system; installation of the installation plates 51 of the said connection system, which are installed on the said reference plates of the said assembly frame, being composed such a connection system, besides the said installation plates, mainly by two sections, one 52 including a mechanical connector 54A welded to a pipeline section with the same characteristics of the subsea pipeline and carrying two support/centering collars 65A to allow system extension, the other section 53 including a mechanical connector welded to a pipeline section 59 with the same characteristics of the subsea pipeline and carrying two support/centering collars 65B to allow system extension and including also a telescopic joint 56 in turn including its related locking system 57. installation of the two said sections 52+53 of the said connection system on the said assembly frame in such a way to have between the said mechanical connectors 54A+54; and the said hubs mock 55A+55B up the design clearance; preparation and installation of a pipe piece 63 between the two said sections 52+53 and connection of the said pipe piece 63 to the said sections to obtain then the connection system assembled, completed by the installation of dedicated support cradles 64, shock absorbers 67 and centering rings 29. Method, as reported in claim 16, where the adjustment of the assembly frame is based on the measurements acquired by the acoustic measurement system in accordance with claims 14 and 15. Method, as reported in claim 1, characterised in that the installation of the connection system is performed with the following procedure: connection, by a remotely operated vehicle, of both the wires 31A+31B of the small subsea winches, previously installed on defined positions within the seabed fixed frame, to the centering rings 29 mounted on the installation plates of the said connection system 50 and actuation, at the same time, of the said small subsea winches 27A+27B through a second remotely operated vehicle 26A while the said connection system is gently lowered by the on board crane wire 25; stop of the procedure when the said centering rings 29 engage both the guide posts 24A+24B installed on the said seabed fixed frame and following release of the said wires 31A+31B of the said small subsea winches and installation of the said connection system in the final position. Method, as reported in claims 1, where the installation of the connection system is performed using guide lines. Method, as reported in claim 1, where the connection of the connection system with the pipelines ends is performed with the following procedure: extension, by a remotely operated vehicle providing hydraulic power, of the telescopic joint 56 and, maintaining pressure inside the said joint, closing of the mechanical connectors 57A+57B; performing of sealing tests on both the said connectors; actuation, by the said remotely operated vehicle, of the locking system 57 of the said telescopic joint 56 and energising of an internal gasket to seal the whole system, with following sealing test of the said gasket. Method, as reported in at least one of the claims from 1 to 20, where each step of the method is controlled by visual indicators mounted on each component of the system, in turn monitored by underwater TV cameras installed on the remotely operated vehicles, which are: indicators of contact between surfaces to monitor the installation of all the components on the seabed fixed frame, each of the said indicator is formed by a painted pin kept in position by a return spring, once the surfaces are in contact, the said pin is pushed outside making visible the said painted section of the said pin itself; indicators of hydraulic cylinders status to monitor the function being actuated, consisting in making each said cylinder with double rod and painting the external section, seeing or not the said painted rod will give the said cylinder status; pressure indicators, to monitor hydraulic components status, represented by pressure gauges installed on each module; mechanical revolution counter to monitor the length of the subsea winch cable wind/unwind; bar indicators to monitor the status of the mechanical connectors and of the telescopic joint. Method, as reported in at least one of the claims from I to 20, characterised in that each step of the method is monitored through electronic sensors mounted on each component of the system and directly linked to a control unit located on the support ship through a dedicated cable of the remotely operated vehicles. Method, as reported in at least one of the claims from 1 to 22, where a whatever connection system is composed by two connectors of any type and by a telescopic section, or a connection system including the telescopic capability in the said connectors. Method, as reported in at least one of the claims from 1 to 23, where the actuation of the moveable components of the connection system, i.e. the mechanical connectors and the telescopic joint, is performed by mechanical and/or hydraulic tools both internal and external to the said connection system. Method, as reported in at least one of the claims from 1 to 24, where the deflection operation of the outboard pipeline is performed by a subsea winch directly installed on the seabed or in other position different from the one provided on the seabed fixed frame. Method, as reported in at least one of the claims from 1 to 25, where the connection system is installed with the seabed fixed frame and the intervention procedures require only the installation of the outboard pipeline. Method, as reported in at least one of the claims from 1 to 26, where the steps c) and d) are not present, being the outboard pipeline laid directly in the connection area provided on the seabed fixed frame with all the possible installation methods, without requiring any deflection operation. Method, as reported in at least one of the previous claims, using immersed personnel to carry out some, or all, the foreseen operations.

Inventors: CORBETTA GIOVANNI, D ALOISIO GUIDO, GJESSING HARALD OTTAR, HAUGEN FINN GERMAND, RADICIONI ALESSANDRO, CORBETTA, GIOVANNI, D'ALOISIO, GUIDO, GJESSING, HARALD OTTAR, HAUGEN, FINN GERMAND, RADICIONI, ALESSANDRO
Applicants: KONSBERG OFFSHORE S A, SNAM PROGETTI, KONSBERG OFFSHORE S/A, SNAMPROGETTI S.P.A.
Application year: 1996
Main classification: F16L37
IPC codes: E21B41, F16L1