US20120132435A1

US20120132435A1 - Downhole Intervention

Info

Publication number: US20120132435A1
Application number: US13/384,538
Authority: US
Inventors: Charles R. Yemington
Original assignee: MY Tech LLC
Current assignee: MY Tech LLC
Priority date: 2009-07-15
Filing date: 2010-07-14
Publication date: 2012-05-31
Also published as: IL217548A0; US9222317B2; AP3432A; US20110011320A1; CN102498259A; AP2012006108A0; AU2010273448A1; MX2012000754A; CA2768168A1; WO2011008835A3; WO2011008835A2; BR112012001063A2; EP2454444A2; US20130014688A1; PE20121298A1; EA201290054A1; AU2010273448B2; NZ623764A; EP2454444A4

Abstract

The present invention is directed to novel methods and apparatus for the design, installation, use, recovery, and reuse of a Self Supporting Riser (SSR) for wells that are not under a platform. The SSR of the present invention uses standardized joints that can be recovered, potentially warehoused, and recombined in different configurations for different purposes or locations. Emphasis is on methods and apparatus that use relatively small vessels subject to high motions in the use and recovery of the SSR, especially the methods, apparatus and vessel for downhole intervention and work over through a SSR.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

This application is a continuation-in-part application of U.S. Ser. No. 12/714,919 filed Mar. 1, 2010 entitled “Riser Technology” and claims benefit of U.S. provisional application Ser. Nos. 61/225,601, filed Jul. 15, 2009; 61/232,551, filed Aug. 10, 2009; 61/252,815, filed Oct. 19, 2009; 61/253,230, filed Oct. 20, 2009; 61/253,200, filed Oct. 20, 2009, all of which are incorporated herein by reference.

STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT

Not Applicable

FIELD OF INVENTION

The present invention is directed to a practical, low cost modular, reusable tubular/Self Supporting Riser (SSR) and provisions for interfacing a vessel subject to high motions to the SSR. The SSR can be easily installed and recovered in a wide range of water depths and in areas of high current. The installed SSR can be left untended. Moreover, the SSR can be configured for workover of a well through the SSR using coiled tubing, joints of drill pipe, or wire line equipment and fluids from wells drilled to fossil hydrocarbon reservoirs deep below the sea can be taken directly to the vessel through the SSR.

BACKGROUND OF THE INVENTION

The present invention is directed to a practical, low cost, reusable Self Supporting Riser (SSR) made from modular tubular joints and specialty joints that can be assembled and reassembled interchangeably for different locations and applications. Further, the present invention is directed to the interface between an SSR and a vessel subject to relatively high motions in all 6 degrees of freedom, including heave, pitch, and roll motions, for downhole work in a well through the SSR.
The concept of a free standing or self supporting riser is known and has been used as an aid to offshore production from oil wells. A prior art SSR typically consists of as a minimum: an anchor or infrastructure connection location on the seafloor, pipe joints, buoyancy, and interfaces for use. Previous SSRs were typically designed with emphasis on the installed function of the riser and little attention was normally given to installation and even less consideration to removal of the riser.
Downhole intervention in deep water satellite hydrocarbon wells has been done primarily by a Mobile Offshore Drilling Unit (MODU) with capability to deploy a vessel supported riser and deploy drill pipe through the riser and down into the well. A satellite well is one that can not be vertically accessed from a fixed or moored surface production facility. A MODU is a large, high cost, multipurpose vessel which frequently can not be economically justified, given the limited additional product that can be recovered from a partially depleted reservoir.

SUMMARY OF THE INVENTION

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a schematic view of a novel vessel configuration for down hole intervention;

FIG. 1A is a top isometric view of the vessel configuration with one embodiment of the stabilization system over and in the moon pool for down-hole intervention;

FIG. 2 is an isometric view of the stabilization system, with a cutout of the deck of the vessel;

FIG. 2A is a schematic side view of the stabilized heave platform in its lowest position;

FIG. 2B is a schematic side view of the stabilized heave platform in its highest position;

FIG. 2C is a schematic diagram of a hydraulic system for the heave platform;

FIG. 2D is a schematic side view of the stabilized pitch and roll frame in one position;

FIG. 2E is a schematic side view of the stabilized pitch and roll frame in the opposite position as FIG. 2D;

FIG. 2F is a schematic diagram of the hydraulic system for the pitch and roll frame;

FIG. 2G is a schematic diagram of the hydraulic system for the pitch and roll frame showing further specifics;

FIG. 3 is an isometric view of the heave platform of the stabilizer system with connecting tools to assemble the riser extension;

FIG. 4 is an isometric view of the heave platform of the stabilizer system while assembling the riser extension;

FIG. 5 is a schematic view of an intervention vessel with the riser extension to be connected to an existing SSR;

FIG. 6 is a schematic view of the riser interface system with a coil tubing injector above the riser extension;

FIG. 6A is an isometric cross sectional schematic view of the interlocking of load rings on the frame of the stabilizer system to the load shoulders on the riser extension and showing provisions for yaw compensation;

FIG. 6B is a cross sectional schematic view of the interlocking of the load rings to the load shoulders on the riser extension;

FIG. 7 is a schematic view of the arc of the coil tubing from the reel to the injector on the riser interface system with the heave platform in the lower position;

FIG. 7A is a schematic view of the arc of the coil tubing from the reel to the injector on the riser interface system with the heave platform in the upper position;

FIG. 8 is a schematic view of an intervention vessel with the riser extension disconnected from the SSR and departing.

DESCRIPTION OF THE EMBODIMENTS OF THE INVENTION

A Self-Supporting Riser (SSR) of the present invention is readily configured to provide downhole intervention in a well. The vessels used for installation or recovery and intervention are small vessels.
The subsea wells of specific interest for the present invention are those that have been drilled off-shore in water depths of approximately 500 to 10,000 feet and are not located under a host facility. Thus, the SSR of the present invention is a substantial structure. The SSR extends up from the seafloor with the top of the SSR near but below the water surface and typically below the wave zone and ship traffic. The modular components of the present invention can be assembled into unique SSR configurations and installed to meet the requirements of depth, parameters such as current found at the location and specific application needs, and to fit a particular existing well head or tree. The hydrocarbon production equipment to which the SSR is connected may be sea floor architecture such as a wellhead connector profile (wellhead); a vertical tree or a horizontal tree (tree); or other elements of seafloor infrastructure of a hydrocarbon production system.
When not in service on a wellhead or tree the SSR may be temporarily moored by line(s) of wire rope, soft line, or chain or by mechanical connection to an anchor such as a suction pile or gravity or embedment anchor at the seafloor. The SSR may be similarly moored for well test or production functions rather than being rigidly connected to an element of seafloor infrastructure. Provisions for attaching rigging for mooring may be incorporated into specialty joints at the lower end of the SSR to facilitate attachment to an anchor before, during, or after the service period of the SSR. A rigging attachment may also be by securing a mooring collar or yoke on the riser to bear against a flange or other device on the SSR. Rigging provisions for mooring are arranged so that the Seafloor Shutoff Device may be part of the SSR when it is anchored, or the SSR elements normally above the Seafloor Shutoff Device may be moored to the anchor without the seafloor shutoff device. This arrangement facilitates disconnecting an SSR from its seafloor shutoff device and leaving the shutoff device on the tree or wellhead.
The system arrangement also facilitates underwater reconfiguration of the SSR. Specialty joints with active components such as the seafloor shutoff device can be configured with remotely operable connectors on each side of the active device. Opening the connector above an active device allows the SSR segments above it to be anchored. The connector below the active device can then be opened and the active device can be recovered for maintenance or reconfiguration. Similarly, an active device which is no longer needed in the SSR can be parked or recovered without recovery of the rest of the SSR.

Vessel Configured for Downhole Intervention

The present invention includes a novel configuration for a small vessel, perhaps 150 to 300 feet in length, outfitted for downhole intervention though a self standing riser in surface conditions that would otherwise prevent operations from being carried out by a small vessel subject to high heave, pitch and roll motions. Advantages include a lower cost vessel, smaller crew, lower day rate, and better access to harbors for mobilization. The present invention solves the necessary riser and vessel interface to allow downhole operations from a small vessel.
Referring now to FIGS. 1 and 1A, a vessel 35, differing over a vessel for riser installation in the way it is outfitted, but having similarities such as having a moon pool (which may be smaller). The major differences are that vessel 35 has: 1) a Riser Vessel Interface System 60 and 2) a reel 59 having either coiled tubing and/or wire line; and additional equipment for the coiled tubing or wire line for downhole intervention.

Riser Vessel Interface System

A novel Riser Vessel Interface System (RVI) 60 facilitates using the SSR for downhole intervention and workover through the SSR using relatively small vessels. The nature of an SSR is such that it tends to be relatively sensitive to the magnitude of externally applied tension and to variations in externally applied tension. It is the nature of small vessels that their motions in response to waves and swells are greater than those of larger vessels and substantially greater than the motions of platforms or floating production facilities. The interface between an SSR and a small vessel therefore requires a greater range of motion and less tension variation than is provided by the previous art. The coiled tubing injector must also be isolated from vessel motions, and the weight of deployed tubing normally hangs from the injector. Contingency situations, such as parting of the deployed tubing or slippage of the tubing with respect to the injector could result in sudden load excursions much greater than the SSR can tolerate. The subject RVI provides a practical interface between an SSR and any size vessel adequate to provide required operational support for downhole intervention using coiled tubing and has adequate range and sophistication of control to ensure the practicality of coiled tubing work from a small vessel.
The RVI 60 includes a Stabilization System 62 that is mounted on the vessel and a Riser Extension 64 that attaches to the top of an SSR. An object of the present invention is to provide a riser extension that can be secured and held in tension by a stabilization system supporting equipment and secured to a vessel that is subject to all 6 freedoms of movement, including heave, pitch and roll.
The RVI System 60 described herein enables a vessel much smaller than a typical deep water MODU to maintain tension in a riser extension connected to an SSR and support the weight of equipment above the riser extension while the riser extension and everything mounted above it remain essentially fixed with respect to the earth and the vessel is free to move in pitch, roll, and heave and has a reasonable range of freedom in yaw, surge and sway (position). Thus all six degrees of vessel freedom are accommodated while the vessel maintains structural engagement to the riser extension. This method and apparatus are of particularly high utility when a vessel subject to high motions is interfaced to a Self Supporting Riser (SSR) 10 that is attached to hydrocarbon production architecture (equipment) found at the seafloor in the open ocean. The SSR is assumed to be similar to that described elsewhere herein, specifically in Ser. No. 12/714,919. The RVI System 60, as stated above, consists of a stabilization system 62 and a riser extension 64, which will be described in detail hereinafter.

Stabilization System

Referring to FIG. 2, an isometric view of the stabilization system 62 is shown with only a cutout of the deck 33 of the vessel so that the heave, pitch and roll configurations can be more easily explained. The stabilization system 62 comprises a heave stabilized platform 66 and a pitch and roll stabilized frame 68. Frame 68 is shown below platform 66 and held by cylinders 70 (also referred as pitch and roll cylinders). The platform 66 is supported by cylinders 72 (also referred to as heave cylinders) that are attached to the vessel 35. Guide rails 73 (also referred to as heave guide rails) are attached securely to the vessel and prevent binding and racking of the cylinders 72.
It is apparent that stabilization system 62 could be located on a porch extending out past the deck, in a similar manner to that described for location at a moonpool, with the primary disadvantage being greater distance from the vessel center of motion.

Heave Stabilization Configuration

Heave cylinders 72 are secured to the vessel 35 and mounted to move the platform 66 preferably over or within a moon pool located near the vessel center of motion. Referring to FIGS. 2A and 2B, a heave stabilized platform 66 moves up and down with respect to the deck, but is otherwise fixed to the vessel. FIG. 2A illustrates the platform 66 in its lowest position (vessel and deck up); whereas FIG. 2B illustrates the platform 66 in its highest position (vessel and deck down). The heave stabilization function allows the platform to remain parallel to the deck and to run on guide rails 73 fixed to the vessel. The guide rails 73 brace the platform 66 and cylinders 72 against racking and facilitate spanning a moon pool. The cylinders can be founded, attached, or fixed on the keel structure, a sub-deck, or the main deck. Cylinders can alternately be suspended from the structure that supports the top of the guide rails 73. Cylinders 72 stabilize heave only, so they only move perpendicular to the deck and thus they can be rigidly mounted to the vessel. A frame mounted on the cylinders can have a vertical range of motion as great as the length of the cylinder stroke, which might typically be 20 feet long. Twenty foot long cylinders (for example) would provide +/−10 feet of motion around their mid-stroke.
The system described provides a platform whose elevation with respect to the deck changes to keep the riser extension (herein described below) essentially isolated from vessel heave. Structure attached to and supported by this platform can extend up to any height, and can extend down into the moon pool and below. If the midpoint elevation of the platform is above the vessel center of motion, structure attached to the platform and extending down to near the vessel center of motion elevation can provide a preferred location for mounting pitch and roll stabilization apparatus.

Hydraulic Support and Control for Heave Stabilization

Hydraulic heave cylinders 72 are sized so that the maximum load divided by the combined cross sectional areas of all cylinders is a reasonable pressure, typically between 3000 and 6000 psi for commonly available hydraulic components.
There can be any number of heave cylinders 72, provided that there are suitable provisions to coordinate their movement and prevent binding. These provisions may include measures such as locating the cylinders so that they are suitably arrayed around the center of load and preferably running the platform on guides as shown in FIGS. 2A and 2B. For simplicity of control, there is preferably an even number of cylinders arranged symmetrically around the nominal center of load and arranged such that for any straight line drawn through the nominal center of load and parallel to the deck, an equal number of cylinders are symmetrically arrayed on each side of the line. The hydraulic cylinders go up and down together so long as binding is prevented by guide rails or other provisions such as load balancing and suitable design of the hydraulic system.
A suitable four cylinder hydraulic circuit is shown diagrammatically in FIG. 2C. In this arrangement fluid for the lower chambers of the heave cylinders 72 is supplied by a pump 74 and reverse circulation flows through component 75. A reference signal can be derived by measuring tension in the riser extension, directly or indirectly. If riser extension tension drops below nominal, as for instance when the vessel heaves down, the pump delivers fluid to the lower chambers 80 of the cylinders to extend the cylinder rods to maintain upward force on heave platform 66. If riser extension tension increases, as for instance when the vessel heaves upward, flow regulating component 75 allows fluid to return from the load bearing chambers 80 of the cylinders to accumulator 78 or to reservoir 76 if accumulator 78 is not used, thereby maintaining nearly constant pressure in the cylinders and nearly constant tension in the riser extension.
When energy conservation is important, the pump draws fluid from and returns fluid to a sealed reservoir, i.e. an accumulator 78. Sealing and pressurizing the accumulator 78 reduces the load on the pump 74 by reducing the pressure across it. Thus the pump only needs to transfer fluid across the pressure differential between the accumulator 78 and the load bearing chambers 80 of the cylinders 72 and the pressurized reservoir reduces the energy required to operate the pump 74. Active control of the pressure in the accumulator via an accumulator charge pump 79 and associated valves (not shown) helps limit the range of this pressure differential when there are sustained changes in the load on platform 66.
Pump 74 is normally controlled by a signal derived from direct or indirect measurement of tension in the riser extension so that the pump functions to maintain constant riser extension tension. Automatic pump controls can be on/off, but preferably are proportional to an error signal based on the difference between desired riser extension tension and measured riser extension tension. For closed loop control, for instance, the reference can be compared to negative feedback from riser extension tension sensors to generate the error signal. Alternately, control can be derived from accelerometer(s) fixed to the vessel, and tension in the riser extension can be used as the feedback signal with an inner loop based on comparison of mean extension of the rods of cylinders 72 to keep the range of operation essentially centered around the mid-extension of the cylinder rods. A control system that causes pump speed to be greater when the error signal is large (and small when the error signal gets smaller) facilitates a stable control system and helps minimize variations in tension. Pressure regulating or bidirectional pressure relief or bypass valves 75 across the pump 74 facilitate temporary operation on accumulator pressure alone in the event of pump failure. Variations in riser extension tension are larger if pump function is lost, so redundant pumps and provisions for high reliability are incorporated. Provisions to continue function after the failure of a hydraulic cylinder or other component generally work better with an increased number of cylinders.
Riser tension can be measured directly by strain gages, load cells, or other load monitoring devices. Alternately or as backup, riser tension can be measured by measuring pressure in the fixed volume of hydraulic fluid that is common to the load bearing chambers of the pitch and roll cylinders, converting the value to force, and subtracting the weight of the equipment mounted on the RVI. A reference signal derived by this approach can alternately be used to control pumping to the heave stabilization cylinders to maintain constant riser tension.
In circumstances such as when the riser extension is not engaged to the SSR or in the event of failure of the tensions sensors, control of the heave cylinders can be transferred to a signal derived from a combination of accelerometer sensing of vessel heave and sensing of extension of the heave cylinder rods.
Any number of heave cylinders can be used. For simplicity of control, an even number is preferably arrayed symmetrically around the riser extension. For enhanced reliability through redundancy there can be two sets of heave cylinders. Both sets can share the load under normal circumstances, but each set of cylinders is adequate to support the full load without support from the other set. Each set has its own hydraulic power and control system. In the event that either set of cylinders fails to support its share of the load, the hydraulic fluid already in the other set will immediately take the load and the tension error signal will cause the associated pump to continue to deliver the appropriate volume of fluid to maintain constant tension in the riser and riser extension. This is a major advantage over gas charged systems in which the displacement must change in order for a cylinder to assume more load. There are also provisions to lock out either set for maintenance while the other set continues to function.

Pitch and Roll Stabilization Configuration

Tension in the riser extension (which is discussed in more detail elsewhere herein) is provided by the vessel through the stabilized frame 68 and mechanisms which allow the vessel to pitch and roll with respect to the earth while maintaining steady tension in the riser extension.
Referring to FIGS. 2D and 2E, the load bearing pitch and roll stabilization cylinders 70, are connected between frame 68 and heave platform 66. These cylinders 70 are attached by pivots 86 at their ends to accommodate the changes of alignment of the pitch and roll cylinders 70 with respect to both the riser and the vessel as the vessel pitches and rolls. The range of compliance of this attachment must be adequate for the desired range of pitch and roll stabilization. Beyond this range, structural restraints (not shown) limit the range of inclination of these cylinders to prevent racking due to rotation of either the riser or the vessel (yaw) about the vertical axis of the riser extension held by the stabilized frame 68. Forces to create racking may be expected during changes of vessel heading.
Placing the pitch and roll cylinders each two feet from the centerline 88 of the riser extension allows a plus or minus nine inch stroke to compensate +/−20 degrees of pitch or roll. A longer stroke would accommodate even greater pitch and roll angles, readily providing more than an order of magnitude improvement over prior art. If the cylinders are 2 feet long the rod can move about one foot up or down from the center position, which can compensate for about 26 degrees of pitch or roll. Longer cylinders or mounting the cylinders closer to the centerline of the riser extension would accommodate larger pitch and roll angles, and vice versa. By the geometry of similar triangles it can be seen that for a desired range of pitch and roll stabilization the cylinders must be made twice as long if they are located twice as far from the riser extension, three times as long if they are 3 times as far away, etc. Choice of cylinder location and the number of cylinders keeps cylinder diameter within the available and practical range.
The load path for tensioning the riser extension and for supporting other stabilized equipment is thus from frame 68 through the pitch and roll stabilization cylinders to the heave stabilized frame and through the heave stabilization cylinders to the hull of the vessel. Upward force from the cylinders maintains tension in the riser extension. Locating the engagement devices and pitch/roll stabilization cylinders near the vessel center of motion minimizes relative motion and helps reduce bending moments in the riser extension and reduce non-vertical loads in the Riser/Vessel Interface (RVI) system.

Hydraulic Support and Control for Pitch and Roll Stabilization

Referring to FIGS. 2D and 2E, the pitch and roll stabilization hydraulics can consist of an array of hydraulic cylinders 70 either suspended from as shown or mounted above the heave stabilized frame 66 and arrayed around the riser extension which passes though the opening 8 in stabilized frame 68 and opening 6 in stabilized platform 66, preferably near the vessel center of motion.
Alternatively, the pitch and roll cylinders 70 may be inverted with their cylinder ends (rather than their rods) attached to frame 68. If cylinders 70 are mounted above platform 66 the trapped fluid must always act to prevent shortening the average extension of cylinders 70. If cylinders 70 are suspended from platform 66 the trapped fluid must always act to prevent increase of the average extension of cylinders 70.
In normal operation, tension in the riser extension and the weight of other equipment on the frame creates hydraulic pressure in the load bearing chamber of the cylinders 70. Pitch and roll stabilization can be accomplished by interconnecting these load bearing chambers and trapping a fixed volume of fluid which they share freely. Referring to FIG. 2F, each cylinder 70 has a load bearing chamber X and a non-load bearing chamber Y. Pump and valve assembly 82 removes hydraulic fluid from reservoir 83, with valve 84 open, to fill the load bearing chambers X of the cylinders 70 to a desired volume and to transfer fluid back to the reservoir when necessary. The cylinders are then isolated from the pump by valve 84. Then each cylinder rod can extend so long as other cylinders retract a corresponding distance so that the average extension of all cylinders does not change. Adequate fluid flow for the unloaded chamber of each cylinder can be provided by connection to reservoir 83 or a second reservoir 85.
When the vessel begins (for instance) to pitch up at the stern or aft (see FIG. 2D and 2F, cylinders 70 are illustrated as bow to right and aft to left), the load on frame 68 shifts aft, and the uneven load causes fluid to flow from the aft cylinders to the forward cylinders 70. Because the load bearing chambers of cylinders 70 are connected, fluid freely flows from the more heavily loaded chambers to the less heavily loaded cylinders. Thus the extension of each cylinder changes until the load is evenly shared. It is understood that since the illustrations are in two dimensions, this fluid flow due to vessel movement may be from one, two, or three cylinders at once (responding to simultaneous pitch and roll) so that the one or more remaining cylinder(s) must accept fluid to equalize the pressure, and this cannot be illustrated clearly in two dimensions. Since the riser has an essentially vertical axis from the surface to the seafloor, and the vessel is positioned essentially over the riser, the bending moments in the riser extension are lowest and it is held vertically when the load is evenly distributed. This arrangement thus allows the vessel to support the riser extension with only low bending moments being introduced into the riser by vessel pitch and roll movements.
Significant changes in tide will result in the mean extension of the heave cylinders to no longer be at the midpoint of their range of motion, thus leaving less range available to deal with extreme vertical excursions of the vessel. This could be compensated by adjusting the attachment point between the riser extension and the stabilized frame 68. The same effect can be achieved by adjusting the volume of fluid trapped on the load bearing side of the pitch/roll cylinders by opening valve 84 and using pump 82 or its bypass valve, thus extending or reducing the average of their extensions. The appropriate design length of the pitch/roll cylinders is then the required range of motion for pitch and roll stabilization, plus allowance for tidal variation, plus margin.
The overall system therefore enables the vessel to maintain nearly constant tension in the riser extension and support the weight of equipment mounted on the riser extension or frame while the riser and equipment remain essentially fixed to the earth and the vessel is free to move in pitch, roll, and heave. Surge and sway are kept within allowable limits by vessel positioning, which is most commonly done by Dynamic Positioning (DP) referenced to the position of satellites, acoustic beacons, or other available references.
The one remaining degree of freedom for the vessel is yaw. It is common practice to keep the vessel headed into seas or weather, which frequently requires a change in vessel heading. A tall riser typically has adequate axial compliance to accommodate vessel heading changes of perhaps 90 to 180 degrees. Heading changes which exceed the compliance of the riser can be accommodated by providing a suitably low friction bearing surface such as a lubricated load ring between the riser extension and the support mechanisms and an adjacent toothed ring gear. The ring gear is centered on the riser extension and preferably located near the elevation of the engagement at the stabilized frame 68. The drive gear is driven to actively manage the relative orientation of the riser extension and the vessel as the vessel changes heading. This assembly can conveniently be integrated into the device that engages the load shoulders on the upper part of the riser extension.
A rotational orientation device such as the ring gear (illustrated herein below) can be controlled automatically or manually. Heading can be sensed by placing a compass directly on the riser extension, or registration marks on the riser extension can be oriented with respect to vessel heading derived from a vessel mounted compass. Global Positioning System signals can also be used for reference and feedback of riser orientation with respect to vessel heading as the vessel changes heading.
Extension from Vessel to the SSR
The top of the SSR is normally located sufficiently below the surface of the ocean so that forces due to wave action and current do not exceed the limits of the riser. Placing the top of the SSR at least 100 feet below the surface avoids classification as a hazard to navigation. A depth of 100 to 200 feet also isolates it from most wind waves, including those generated by hurricanes. In high current locations such as the Gulf Stream it may be necessary to locate the top of the SSR 1000 feet deep or more to avoid the stronger near-surface currents. An intervention vessel 35 having the Stabilization System 62, as described in detail above, positions itself over the top of the SSR at its installed depth and assembles a riser extension 64 (described in detail herein below) between the vessel 35 and the top of the SSR 10 to complete the Riser Vessel Interface System 60 of the present invention.

Riser Extension

The riser extension 64 is assembled on intervention vessel 35 and more specifically the heave stabilized platform 66 of stabilization system 62. Referring to FIG. 3, heave stabilized platform 66 becomes a work platform. Connecting tools 87 are mounted on either side of opening 6 on platform 66. The tools 87 are movable to two positions one position (open position—left) allows joints to go through opening 6 and the other position (closed position—right) holds the joint connectors on top of the closed assembly. In operation, both tools 87 (right and left) are either closed or open. The steps for assembling the riser extension 64 are similar to those for assembling the riser 10. Riser extension 64 is a plurality of standard and specialty joints 89 that define the riser extension 64.
Referring to FIG. 4, each standard or specialty joint 89 has a flange, joint connector or enlargement 90 on the end of the joint so that the joint when lowered into opening 6 in platform 66 and opening 8 in frame 68 by crane 46 will seat on the top of the connecting tools 87 when the tools are moved to their closed position. A further joint is lifted with crane 46 and joined to deploy each successive joint. As the riser extension 64 is assembled, joints of differing length can be used to place the attachment of the riser extension near the proper elevation with respect to the platform 66 and frame 68, completing the RVI system of the present invention.
A preferred embodiment of the riser extension 64 is partially shown in FIG. 4; however, other embodiments will have more or less specialty joints than shown. The lowermost joint 89 includes a connector 92 adapted to connect to the SSR. Above this joint are one or more joints 93, 94 that have selected BOP functions. Joint 93 has an isolation function. These functions may include valve closure, shear, or hang off provisions for tubing or pipe suspended inside the riser. As many as two or more joints may be stacked having BOP functions. Also included is a specialty joint 89 having a tension sensor 96. At the top of riser extension 64 are further joints not shown in FIG. 4, but are shown in FIG. 6 hereinafter.
The vessel 35 is maneuvered to align the riser extension with the SSR connection point. An ROV assists in the alignment between the riser 10 and the riser extension 64, preferably by attaching wires to fittings on the buoyancy module 19, and using the fittings on connector 92, running the wires up to vessel 35, and attaching the wires to winches (not shown) onboard vessel 35. The riser extension is preferably hung from a heave compensated crane 46 or the stabilized platform and the riser extension is lowered to engage and latch connector 92 at the bottom of the riser extension 64 to the top of the SSR 10.
The crane 46 then lifts the top of the riser extension to bring tension in the riser extension to nominal. Multiple load shoulders 91 (see FIG. 6) on the uppermost joint 89 of the riser extension allow the riser extension to be secured to the pitch and roll frame 68 and extend through and above heave platform 66. The riser extension is engaged so that the heave stabilization cylinders are near mid stroke with the riser extension engaged to the SSR and tensioned.
The system will then function as described above, even if the addition of equipment above frame 68 moves the center of gravity for the riser extension and equipment to above the riser extension attachment point.
The riser extension can be disconnected from the SSR and recovered by reversing the above steps.
Method & Apparatus for Deploying CT through SSR
Referring to FIGS. 6, 6A, and 6B, a system configuration for downhole operations using Coiled Tubing (CT) or wire line, slick line, or e-line (hereinafter referred to as wire line) through an SSR is shown. The uppermost joint 89 of the riser extension 64 having the multiple load shoulders 91, referred to above, extends above the pitch and roll frame 68 and is engaged by corresponding load-bearing rings or jaws 97 and 98 that move on surface 67 of frame 68, completing the RVI System 60 of the present invention. It is necessary that the point of attachment of the riser extension 64 remain in a fixed elevation with respect to the earth. It is desirable to attach the riser extension near the vessel's center of motion.
Referring to FIG. 6A, jaws 97 and 98 each have a leg 99 that is in a slot 100 through frame 68. Piston 102, attached to the underside of frame 68, has a piston rod 103 attached to jaw 97 and moves the jaw 97 on frame 68 to engage one of the load shoulders 91 on the riser extension 64. Likewise, Piston 104, attached to the underside of frame 68, has a piston rod 105 attached to jaw 98 and moves the jaw 98 to engage the same load shoulder 91 on the riser extension 64. For purposes of illustration, the jaw 97 is shown engaged and jaw 98 non-engaged; however, in operation the pistons will move each jaw either into engagement or non-engagement. On the outer surface of each load shoulder 91 is a toothed wheel 107 which when meshed with another wheel 108 forms a ring gear 109. A motor 110 attached to shaft 111 having wheels 108 attached thereto, provides for yaw movement when the ship 35 changes heading.

Injector Installation

A framework or large diameter pipe 112 having a bottom larger than opening 8 in the pitch and roll frame 68 is lifted by crane 46 and lowered through opening 6 in platform 66 and seated on and secured to the pitch and roll frame 68. The pipe 112 is secured by bolts or other structure such as a cradle 115 on frame 68. Compliant rollers 116 mounted on platform 66 abut framework or pipe 112 to cause the riser extension 64 to follow the vessel as the vessel moves in surge and sway. The pipe 112 can have a large window opening 117, preferably above platform 66, for access to the inside of the pipe.
Pipe 112 extends up through and above the heave stabilized platform and can have a deck 118 that extends outward of the framework 112 for personnel and equipment. At he top of framework 112 can be a cradle 119 for holding the underside of a coil tube injector 120. The deck 118 provides personnel access to the injector and, through window 117, to tools that can be hung in pipe 112 or the under side of the injector 120.

Deployment Equipment Assembly Methodology

1. Secure riser extension to frame 66 by load rings 97, 98
2. The crane lifts pipe 112 and seats the pipe on the pitch and roll frame 68 after going through the opening 6 in the heave platform 66
3. Compliant rollers 116 are set on the heave platform 66 engaging the pipe 112 to provide lateral stability
4. One or more tools to be used down-hole are lifted by crane 46 and hung off in pipe 112 and riser extension 64.
5. The crane lifts coil tubing injector 120 and it is set and secured in cradle 119 which is at the top of framework or pipe 112

Equipment Configuration for Downhole Operations

Referring to FIG. 7, intervention vessel 35, with reel 59 and crane 46, is shown with coil tube injector 120 assembled on the RIV System 60. The desired downhole tooling has been attached to the coil tubing and operations are ready to begin.
The above equipment and its specific arrangement provide a novel arc of tubing to be used in the present invention to extend the fatigue life of the tubing (see FIGS. 7 and 7A). This allows the injector and down-hole tubing to be fixed to the earth while the reel moves with the deck of the vessel. A reversible straightener 97 that can have a level wind function is used to change the radius of the tubing to equal or slightly less than the radius of the reel as the tubing is wound onto the reel so that tubing stays neatly snug to the reel without the need to maintain tension on the end of the tubing. For operations, reel 59 deploys tubing back through reversible straightener 97 which changes the radius of curvature to that of the arc. The tubing from straightener 97 creates an arc of tubing that goes up from the reel and back down into injector 120. A second straightener 99 (see FIG. 6) mounted above the injector preferably straightens the tubing from the radius of the arc to nearly straight to suit the riser. Straightening the tubing in this manner reduces friction drag between the tubing and the casing of the riser and well. This action is reversed as the tubing is recovered so that straightener 99 sets the radius of curvature of the tubing to that of the desired arc and straightener 97 at the reel changes the radius of curvature to suit the reel. This novel arrangement requires the curvature of the tubing to be changed only from the diameter of the reel to straight, and back to the diameter of the reel for each deployment, thus extending the fatigue life of the tubing.
The Riser Vessel Interface System tensions the riser extension and supports the CT injection equipment with isolation from vessel motions. Thus the CT reel moves with vessel motions while the injector 120 is fixed to the earth, and the arc of tubing between the injector and the tubing reel provides sufficient length to flex with vessel motions without significantly fatiguing the tubing. The length of tubing in the arc is not in tension and is not loaded other than as due to internal pressure and self weight. These provisions allow extended down-hole operations from a vessel subject to high motions without significant tubing fatigue due to vessel motions. Referring to FIGS. 7 and 7A, it is noted that the arc of the tubing is higher off the deck when the injector 120 is raised by the stabilized system 62, or more specifically, when the vessel and reel heave down with respect to the riser which is fixed to the earth.
A further advantage of this novel arrangement is that all flexure due to vessel heave occurs in the arc and, based on the known distance from the water surface to the down-hole work location at the reservoir elevation, the tubing can be arranged such that the section of tubing that flexes does not include girth welds and other features that are more sensitive to fatigue. This further enhances the fatigue life of the tubing.
This arrangement places the CT reel near the vessel center of motion (which is conveniently near the moonpool). Thus the motion of the reel with respect to the injector is minimized, further improving the fatigue life of the tubing. The weight of the full length of tubing is substantial for deep wells, and the tubing requires heavy equipment for the reel drive and injector. These weights may require strengthening of the vessel. Placing the reel and the injector close together in this manner also minimizes the shift of the center of gravity of the tubing as it moves between the reel and the injector during deployment and recovery of the tubing. This arrangement thus localizes any need for strengthening.
This arrangement facilitates using a large diameter reel for the tubing to further extend tubing fatigue life. The practical limit on the diameter of the reel is thus not offshore operations, but only transportation and handling to get the tubing to and onto the intervention vessel.
It is apparent that the arrangement described could be adapted for location of the injector on a porch that extends out past the deck, with the primary disadvantage being greater distance from the vessel center of motion.
The method and apparatus described herein enables a vessel much smaller than a typical deep water MODU to maintain tension in a riser extension and support the weight of equipment on the riser extension while the riser extension and everything mounted on it remain essentially fixed to the earth and the vessel is free to move in pitch, roll, heave and yaw and has a reasonable range of freedom in surge and sway (position). Thus all six degrees of vessel freedom are accommodated while the vessel maintains structural engagement to the riser extension. This method and apparatus are of particularly high utility when a vessel subject to high motions is interfaced to a Self Supporting Riser (SSR) that is attached to hydrocarbon production equipment founded at the seafloor in the open ocean. The SSR is assumed to be similar to that described elsewhere herein.

Controls

The injector sets the speed and direction of the tubing. The reel drive control system turns the reel to match the motion of tubing through the injector and accommodates tolerances by sensing the position of the tubing arc and incrementing the reel motion as necessary to keep the arc within proscribed limits.
The reversible straightener(s) 97 and 99 straighten tubing as it is deployed, or bend the tubing to the radius of the arc and then the reel as tubing is recovered. During deployment and recovery, optical, mechanical, or electrical sensors detect the range of motion of the arc so the controls can increment the position of the reel as appropriate to adjust for tolerance in the speed control and maintain the nominal length of tubing in the arc. A level wind function can readily be incorporated with the mounting for the straightener at the reel.
Alarm and annunciation functions can be incorporated along with manual override provisions for operator interface. A reference signal separate from injector speed allows control of the reel drive for initiating the arc during setup.

Preparations for CT Vessel Operations

An overview of the method for intervention vessel operations is as follows:

- 1. The SSR is found as in FIGS. 1 or 1A, either moored or already on the well.
- 2. As shown in FIG. 5, the riser extension with remotely operated connector is deployed by the intervention vessel and connected to the SSR, and an umbilical jumper is installed from the vessel and connected to the electro-hydraulic control umbilical previously installed with the SSR.
- 3. The crane hands off the riser extension to the RVI which subsequently maintains tension in the riser extension.
- 4. If the SSR was found moored, the intervention vessel moves it to the well by engaging the riser extension or a lift line, ballasting buoyancy to make the SSR heavy in water, and supporting the SSR while moving it to the well before restoring the SSR buoyancy.
- 5. After any necessary testing, a tool string is upended and lifted by heave compensated crane and lowered into the riser extension and hung off at pipe 112.
- 6. The injector and associated equipment for CT or wire line are lifted and set on the RVI system and the CT tubing or wire line is connected to the tool assembly and deployed through the SSR for downhole operations.
- 7. When down-hole operations are completed, the SSR can be restored to its as found condition before the SSR is abandoned, as in FIG. 8.

Contingency Provisions

Emergency Disconnection of Intervention Vessel

During routine operations, disconnection from SSR 10 is done by recovering the coiled tubing, wire line or pipe; closing seafloor shutoff 11; closing the isolation device 93 at the lower end of the riser extension 64, and disengaging the riser extension and control umbilical from the top of SSR 10. The riser extension remains with vessel 35 as the vessel moves away. In the event of a DP failure or other vessel emergency the vessel can quickly be free to maneuver by closing device 11 and disconnecting from the SSR. The SSR can maintain structural integrity if the vessel pulls the top horizontally by typically 5% to 10% of water depth, so there is ample time to execute the disconnect procedure which requires closing the Seafloor Shutoff Device 11, shearing deployed tubing, line or pipe near the bottom of the riser extension 64, and disconnecting the riser extension from the SSR 10.
The system configuration for both routine and emergency vessel departure is illustrated in FIG. 8.
An outline procedure for emergency disconnection from the SSR is as follows:

- 1. An emergency disconnect decision is made.
- 2. Depending on the situation, deployed tubing can be sheared at the seafloor or at the specialty joint 99 in the riser extension 64, or both places.
- 3. Either the Seafloor Shutoff Device or the mid-water isolation function of specialty joint 18, or both, can be closed to isolate the reservoir.
- 4. The riser extension and umbilical from the vessel are disconnected from the SSR and the intervention vessel is free to depart.

Under these conditions it may be necessary to disconnect the riser extension from the SSR while the center of gravity of the riser extension assembly is above the RVI system described herein. Without the connection to SSR 10, the passive pitch and roll stabilization system described above is unstable if its load is top heavy and it will allow the riser to incline. Inclination can be avoided by locking the pitch/roll cylinders by closing valves to prevent exchange of fluid between cylinders.
Referring to FIG. 2G, each cylinder 70 has a control provision of a valve 84′ and pump/bypass valve assembly 82′ connecting the non-loaded chamber Y of all cylinders 70. This schematic illustrates provisions for active control of the pitch and roll stabilization system. Valves 84 and/or 84′ can be closed to lock frame 68 with respect to platform 66. Active control can be achieved with valve 84 closed and 84′ open, and using any three of pump/valve assemblies 82′ for active control of the inclination of frame 68 in response to reference and feedback signals. The valves may be on either the load bearing or non-load bearing side or both sides. Alternately, control of the pitch/roll cylinder can be switched to an active mode with reference signals based on sensors.
In the active control mode, inclination is measured and used as feedback for comparison to the nominally vertical orientation of the riser extension. The error signal thus generated is used to control flow of fluid to selected chambers Y of the pitch/roll stabilization cylinders configured as discussed above. Heave stabilization may continue to function, or it can be turned off. Before it is turned off the extension of the heave stabilization cylinders can be adjusted to place the riser engagement at or in close proximity to the vessel center of motion for pitch and roll, thus reducing the loads on the pitch/roll stabilization system.
This active control of pitch/roll cylinders 70 can also be used while disassembling equipment from atop the riser extension after disconnection from the SSR. The passive method stated above is preferred for routine operations because it offers the advantage of functioning without depending on power or proper function of control components and therefore consumes less energy and has fewer failure modes.

Exceptional Vessel Heave

Different contingency conditions exist if an exceptional swell causes the vessel to rise or fall far enough to exceed the available stroke of the heave stabilization cylinders or if the buoyancy module breaks free of the seafloor infrastructure or its anchor and pushes upward on the riser extension between the buoyancy module and the vessel. Each of these contingencies must be dealt with for the safety of the vessel and protection of the equipment and the environment, and each may require a different response. The system is therefore capable of distinguishing the conditions by sensing multiple parameters. The appropriate response depends on a number of variables including the weight of the riser extension and the equipment mounted on the stabilized frame; the degree of extension of the heave stabilization cylinders at the onset of the contingency; the allowable or unavoidable delay between onset of the contingency and the response; sea state conditions; configuration of the specific vessel; etc. The controls, mechanisms, and structures must be suitable to execute an adequate response, as described below. Analysis of possible events for the specific equipment and operations, and pre-programmed responses by the controls system help ensure timely manual or automatic response, or automatic response subject to override by an operator.

Heave Stabilization Cylinders Hit Full Retraction Limit

A contingency situation would exist if an exceptional swell were to lift the vessel past the point at which the heave stabilization cylinders 72 are fully retracted while the riser extension is attached to the SSR and held by stabilization system 60. If this were to happen without the appropriate response it could apply added displacement of the vessel to lifting the riser extension. Riser tension would increase, potentially to destructive levels. Upon sensing this condition, the control system can vent the fluid from the load bearing side of the pitch/roll stabilization cylinders 70 to allow them to travel to their stops to add some range to the allowable vessel excursion. This is accomplished by a pressure relief through valve 84 and the valve of valve/pump assembly 82 on the load bearing side of the pitch/roll stabilization cylinders. Other optional provisions to preclude excessive tension in the riser include releasing a telescoping section in riser extension 64. The telescoping section maintains a fixed length unless it is released by either the control system or a break away attachment which releases due to excessive tension.

Heave Stabilization Cylinders Fully Extended

A different contingency would exist if an exceptional swell caused the vessel to fall past the point at which the heave stabilization cylinders 72 are fully extended while the riser extension is attached to the SSR and held by the stabilization system 60. In this case stabilization system 60 would no longer be able to support the weight of the equipment on the riser extension and maintain tension in the riser extension. Hydraulic pressure would hold the heave stabilization cylinders fully extended, but the force generated hydraulically would all be reacted by the stops and within the structure of stabilization system 60. The weight of the riser extension and the associated equipment above it would load riser extension 64 in compression and push down on the buoyancy module. To a degree the system is self protecting under this condition so long as the riser extension and the stabilization system are designed with sufficient strength because if this downward force exceeds the net upward force of buoyancy module 19 it will push the buoyancy module down. SSR 10 will first give up the stretch that was induced by the normal upward force of the buoy, and will then bow out to absorb additional downward excursion of the buoyancy module. Damage to the system is unlikely if the duration of the downward force is short. However, this situation is preferably avoided because the system is designed to work in tension and the depressed configuration is inherently unstable in that the buoyancy module will move to the side and attempt to roll over if given time.
Multiple provisions are therefore included to limit the maximum compression in the riser extension, and the choice of which sequence to implement depends in part on the nature of the operations in progress at the time of the contingency. One such provision is inclusion of a telescoping section in the riser extension 64. The telescoping section is normally held at a fixed length but it is free to shorten if the riser extension goes into compression. The maximum compression force that can be seen in the riser extension is then the force required to overcome friction and shorten the telescoping section. Any downward force greater than that required to operate the telescope will be supported by the RVI structure, including the load above the riser extension. The telescoping section reacts bending moments so the riser extension remains vertical, even when top heavy.
A further but less desirable provision is to ensure that no part of the weight of the vessel is added to the compression load on riser extension 64 by leaving the heave stabilization cylinders 72 free to be lifted off their foundations by upward force of the buoyancy module on the riser extension. These cylinders can be mounted in sleeves or attached to guides that restore the cylinders to their proper position when the vessel heaves back up. This requires guide rails 73 for the heave platform to be longer than the maximum normal extension of the rods of heave cylinders 72. Transient loading when the cylinders return to their foundations can be reduced by shock absorbing material or devices between the foundations and the cylinders.
A more extreme step is taken, if necessary, by shedding load from above frame 68. If, for instance, frame 68 is supporting down-hole coiled tubing from injector 120, the tubing can be sheared and dropped to reduce load. This is done only under extreme circumstances, and can be delayed long enough to give the vessel a chance to rise back up as the swell passes. The vessel heaving down beyond the active range of heave stabilization cylinders 72 and causing a compression in the riser extension would reverse the load on the pitch and roll stabilization cylinders. Some additional range of vessel heave can be achieved by venting the normally non-load bearing side of the pitch and roll stabilization cylinders to allow them to move to their mechanical limit position. Further, if the load reverses it may be desirable to deliberately move the cylinders to a known condition for other reasons. This can be done actively or by allowing the load to move them to their limits. Valve 84 between the load bearing sides of the pitch/roll cylinders and the hydraulic reservoir normally trap a constant volume of fluid which is free to flow between the load bearing chambers of the pitch and roll cylinders. If the load reverses opening this valve allow flow into the normally load bearing chambers from the reservoir so that the cylinders can move together. If this check valve fails to open the cylinders will begin to move when the pressure in the sealed chambers is reduced to the vapor pressure of the hydraulic fluid. In the passive control mode the non-load bearing chambers of the pitch and roll stabilization cylinders normally exchange fluid with a reservoir to compensate for thermal expansion and any leakage. Opening valve 84 under these conditions therefore allows the pitch/roll cylinders to move to their mechanical limit, thereby providing additional stroke range for the stabilization system 60.

Structural Failure of the SSR

A third type of contingency situation would occur if any segment of SSR 10 were to break free due to structural failure of the SSR while the riser extension is held by stabilization system 60 in which case the buoyancy module would then put the riser extension in compression. The control system therefore includes sensors to distinguish between the potential causes of compression in the riser extension and to prevent release of the telescoping section if compression in the riser extension is due to structural failure of the SSR. This includes sensors 24 in SSR 10 and/or comparison of signals from accelerometer(s) on the vessel structure to a signal proportional to the position or rate and direction of movement of the rods of heave cylinders 72.
If the buoyancy module were to break free, the riser extension would go into compression but the load on pitch/roll cylinders 70 and heave cylinders 72 would not reverse if the weight of equipment on the riser extension were greater than the net upward lift of the buoyancy module. As an example, this situation could occur if a long length of coiled tubing had been deployed into the riser and was being supported by injector 120. The upward force available to compress the riser extension will be no more that the tension in the SSR at the point of failure. If riser structural failure occurs where tension is low, as for instance near the seafloor or closely above a mid-water buoyancy module, the upward force on the riser extension is equally low and may not result in load reversal on the hydraulic cylinders. The cylinders and buoyancy module 19 share the load in this situation and buoyancy would cause the buoy to move sideways and cause an overturning moment on buoyancy module 19 until excess buoyancy is vented.
The proper response to the event depends on sensing to fully identify the situation. This can include sensing pressure and pressure excursions in either or both of the load bearing hydraulic circuits in addition to the sensors discussed above. This situation requires discontinuation of the use of riser extension tension as the primary reference signal for the heave cylinder supply pump(s) and substitution of the alternate reference signals discussed above. Immediately upon confirmation that the SSR has in fact broken free umbilical 12 is used to vent SSR buoyancy to reduce and eliminate its upward force. After venting eliminates the compression force in the riser extension and the SSR the vessel is no longer in immediate danger and the situation can be evaluated and dealt with by the personnel onboard. Venting is stopped as soon as compression in the riser extension reverts to tension, thereby avoiding transfer of weight of SSR 10 to the RVI.
Preferably the pitch/roll stabilization cylinders also have provisions to deal with compression in the riser extension in a preplanned manner because the normal passive mode of the pitch/roll cylinders depends on the lower end of the riser extension being secured to the top of the SSR while the SSR is secured to the seafloor. If this connection to the seafloor is lost, as for instance if the SSR breaks free, passive operation of the pitch and roll stabilization cylinders would allow the riser to freely incline within the range of the pitch and roll stabilization system, resulting in large bending moments. If vessel motions are not large the pitch/roll cylinders can be locked or driven to their mechanical stops to lock the riser extension to the vessel. Bending moments in the riser extension are then reacted through the RVI structure to the vessel hull while and until buoyancy is vented sufficiently to eliminate compression in the riser extension. If vessel motions are too great to allow this approach or if other conditions warrant, the control system includes provisions for active control of the pitch/roll cylinders as described above to hold the riser vertical.
Simply opening a valve at the top of a bottom vented gas filled buoy does not ballast a chamber quickly because the pressure to push the gas out is quite low, being in seawater approximately 0.44 psi per foot of elevation difference between the top and the bottom of the gas in the buoyancy chamber. Umbilical 12 makes it possible to vent substantially faster by incorporating tube(s) of suitable diameter up to a vent above the water surface. The pressure driving the gas to vent is then one atmosphere less than sea water ambient at the elevation of the buoyancy module.

Claims

1. A stabilizer system for a vessel subject to high vessel motions of heave, pitch and roll comprising:

two or more cylinders supporting a heave platform between said cylinders, said heave cylinders adapted for attachment to said vessel,

a pitch and roll frame;

two or more pitch and roll compensation cylinders attached to said frame, each said cylinder having a compliant coupling on each end of said cylinder, one coupling attached to said frame and the coupling at the other end of said cylinder attached to said platform.

2. A hydraulic circuit for the heave cylinders of a stabilizer system according to claim 1 comprising:

means, including a pump/valve assembly, to maintain constant pressure in load bearing chambers of said heave cylinders connected to said heave platform.

3. A stabilizer system according to claim 1 wherein the load chamber of each pitch and roll compensation cylinder is attached to said frame.

4. A hydraulic circuit for said pitch and roll compensation cylinders of a stabilizer system according to claim 3 comprising:

a pump in said circuit for adding a fixed volume of fluid to the trapped fixed volume of fluid shared by the load bearing chambers of said cylinders; and

isolation means to maintain said fixed volume of fluid between said load bearing chambers of said cylinders, wherein when increased pressure occurs in one or more of said cylinder chambers, fluid flows to the other cylinder chambers.

5. A small sea vessel subject to high vessel motions of heave, pitch and roll and having a moon pool comprising:

a stabilizer system attached to said vessel comprising:

two or more cylinders supporting a platform between said cylinders, said cylinders attached to said vessel placing said platform over said moon pool, said platform moving perpendicular to the deck of said vessel in response to heave of said vessel;

a pitch and roll stabilized frame;

two or more pitch and roll compensation cylinders attached to said frame, each cylinder having a compliant coupling on each end of said cylinder, one coupling attached to said frame and the coupling at the other end of cylinder attached to said platform.

6. A small sea vessel according to claim 5 wherein the load bearing chambers of said heave cylinders are attached to said vessel.

7. A small sea vessel according to claim 5 wherein the load bearing chambers of said pitch and roll compensation cylinders are attached to said frame.

8. A small sea vessel according to claim 6 wherein the rod end of said heave cylinders support said platform, to move said platform perpendicular to the deck in response to the heave of said vessel.

9. A small sea vessel according to claim 5 wherein there are at least four heave cylinders supporting said platform and at least four pitch and roll compensation cylinders attached to said frame.

10. A small sea vessel according to claim 5 wherein said pitch and roll frame is stabilized over and in said moon pool.

11. A small sea vessel according to claim 9 further comprising:

a hydraulic circuit for said heave cylinders comprising

a pump/valve assembly connected to the said load bearing chambers of the heave cylinders to extend/ retract the cylinder rods together by maintaining essentially the same pressure in said load bearing chambers;

said pump responding to vessel downward heave causes the pump to deliver additional fluid to said load bearing chambers extending the cylinder rods, and any upward heave of the vessel causes the pump/ valve assembly to remove fluid from said load bearing chambers retracting the cylinder rods.

12. A small sea vessel according to claim 9 further comprising:

a passive hydraulic circuit for said pitch and roll compensation cylinders comprising a fixed volume of fluid in the cylinder circuit, such that the pitch/roll of the vessel changes the load on one or more cylinder chambers causing fluid to flow to the other cylinder chambers changing the length of the cylinder rods in each cylinder chambers in response to the change of load.

13. A method for assembling a riser extension from a vessel subject to high vessel motions of heave, pitch and roll and having a porch extending beyond the deck and having:

a stabilizer system attached to said vessel including:

two or more cylinders supporting a platform between said cylinders, said cylinders attached to said vessel placing said platform over said porch, said platform moving perpendicular to the deck of said vessel in response to heave of said vessel;

a pitch and roll stabilized frame;

two or more pitch and roll compensation cylinders attached to said frame, each cylinder having a compliant coupling on each end of said cylinder, one coupling attached to said frame and the coupling at the other end of cylinder attached to said platform; and

movable joint connecting tools on said heave platform to assemble a riser extension comprising:

joining selected specialty joints;

lifting said selected joints and lowering said joints through an opening in the heave platform and an opening in said pitch and roll frame;

moving said joint connecting tools to their closed position to support the assembled riser extension joints; and

sequentially lifting an additional joint, connecting the additional joint to the assembled riser extension joints, lifting said assembled joints and additional joint; moving said connecting tools to their open position, lowering said joints assembled through said opening in the heave platform and the opening in said pitch and roll frame until the engagement on the end of said additional joint is above said heave platform, moving said joint connecting tools to their closed position to support the assembled riser extension joints at said engagement, until the desired length of riser extension is obtained.

14. A method according to claim 13 further comprising:

aligning and attaching said riser extension wherein the lowermost joint is a connector to a SSR.

15. A method for attaching a riser extension to a SSR according to claim 14 wherein an ROV assists in aligning and attaching said riser extension to said SSR.

16. A method for assembling a riser extension from a vessel subject to high vessel motions of heave, pitch and roll and having:

a stabilizer system attached to said vessel including:

two or more cylinders supporting a platform between said cylinders, said cylinders attached to said vessel placing said platform over sea water, said platform moving perpendicular to the deck of said vessel in response to heave of said vessel;

a pitch and roll stabilized frame;

two or more pitch and roll compensation cylinders attached to said frame, each cylinder having a compliant coupling on each end of said cylinder, one coupling attached to said frame and the coupling at the other end of said cylinder attached to said platform; and

joining selected specialty joints;

sequentially lifting an additional joint, connecting the additional joint to the assembled riser extension joints, lifting said assembled joints and additional joint;

moving said connecting tools to their open position, lowering said joints assembled through said opening in the heave platform and the opening in said pitch and roll frame until the engagement on the end of said additional joint is above said heave platform, moving said joint connecting tools to their closed position to support the assembled riser extension joints at said engagement, until the desired length of riser extension is obtained.

17. A method for according to claim 16 further comprising:

aligning and attaching said riser extension wherein the lowermost joint is a connector to said SSR.

18. A method for attaching a riser extension to a SSR according to claim 17 wherein an ROV assists in aligning and attaching said riser extension to said SSR.