Norwegian drilling riser system tackles deeper water
Using the tool, which is 3.5-m long and weighs 5.1 t, it is possible to pressure test the top tension joint to 7000 psi while holding a tension in excess of 300 t (flanged and quick-connect systems are available to enable pressures of 12,200 psi to be achieved). The tool also provides a contingency for applying 400 t of tension to the riser system once it is landed on the wellhead but before installation of the BOP, though in this case with no internal bore pressure. The tool can cope with riser joints up to 12-m long and weighing up to 20 t.
Speed was critical when Statoil wanted to use the West Elara jackup rig to install a high-pressure drilling riser system for two subsea wells in the relatively deep water (132 m) of a Gullfaks satellite field, offshore Norway. The riser had to be designed, built and ready for installation in 8 months rather than the usual 12 months to meet a window of opportunity in the rig’s operational schedule.
The project was managed by Claxton Engineering with support from Acteon sister companies 2H Offshore, Pulse Structural Monitoring and Subsea Riser Products (SRP), who manufactured the fabricated sections of the riser and supplied the riser spider. The companies combined their skills to deliver a detailed drilling riser solution, bespoke and innovative engineering work, and an advanced monitoring system to track performance.
This project was in unusually deep water for jackup rigs, as Darren Bowyer, project manager, Claxton, explains: “For jackup operations, deep water is depths over 80 m. The depth at which jackup rigs can operate is determined by their leg length. Average jackup rigs are built for 80–100-m water depths; only the larger rigs are capable of deeper operations. New large jackup rigs are now built to work in depths to 150 m, so 132 m was a significant challenge. The main issue is that systems for shallow water environments do not scale up to the needs of deeper water. The greater depth means increased deflections for the jackup rig and the drilling riser caused by currents and waves, and that the whole system is subjected to increased loading.”
Part of the problem is the limited track record of jackup rigs in deep water. According to Bowyer, “The industry has little experience of using jackup rigs in depths greater than 100 m and in harsh environments. This makes for conservatism in design and operations. Furthermore, during high-pressure operations, well control considerations require a large blowout preventer, which adds a stiff component to the drilling riser and changes the dynamics of the string.”
Analytical methods and operational procedures
Drilling riser designs are created to minimise the risk of failure and, in addition to meeting design code and standard safety margins, often have a large “comfort factor” built in. This helps to ensure they can cope with complex and unpredictable loading.
The loading that a riser will face is difficult to model and is usually simplified for the design process because some of the relevant factors are not well understood. For example, engineers cannot accurately predict weather patterns and must make assumptions in the input data they use for the model. The fatigue information used in models is often based on standard industry codes rather than component tests and monitoring. Consequently, designers can find it difficult to calibrate the models they have created with the data they gather during operations. Given the number of unknowns and estimates, it is unsurprising that most designs take an extremely cautious approach.
For this project, 2H set about developing a more complete and accurate model for riser loading. Experience shows that detailed modelling can deliver a modelled loading response that is more than 30% closer to reality. The project team also recommended some changes to operational procedures that would reduce riser deflections in the splash zone caused by wave and current action. The challenges overcome on this project prompted Statoil to set out exactly what it would require and expect in terms of modelling for future work.
Changes to riser and vessel
Modelling indicated the potential for a very high level of fatigue in the original riser design. This made it necessary to change the riser, the rig and the air gap. The alterations to the drilling riser design included adding a vortexinduced- vibration suppression system; the use of forged rather than welded joints in high-stress and fatigue-prone areas; and an upgraded tensioning system.
Bowyer explains, “Vortex-induced-vibration suppression and drag reduction were achieved by adding special fairings to the riser. This was the first time this approach had been applied to a highpressure drilling riser in the North Sea. In addition, this 24-in. riser was much larger than a standard application (usually about 133/8 in.). All the fairings used in the project were recovered intact. We also recommended a significant upgrade for the tensioning system. A typical North Sea jackup system has a 200-t rating, but Claxton experience and the 2H analysis suggested that a system rated up to 500 t would be required for this operation.”
The rig design changes included increased load capacity for the Texas deck. For this project, the West Elara rig required increases to its vertical and horizontal load capacity. Subsequently, the West Elara’s sister rigs under construction at the time were also upgraded. A review of its overshot capacity was also necessary. Increasing the overshot capacity would help to restrain lateral motion in the riser and to cope with significant bending loads during storm conditions. However, detailed analysis of the rig’s overshot capacity indicated that it was fit for purpose.
Claxton has more than 20 years’ experience of deploying risers. This was the first use of the NT-2 tool for deploying a riser and it enabled the riser to be pressure tested before make-up to the blowout preventer. The tool can perform a wellbore pressure test of 7000 psi while holding 308 te in tension.
Ivar Traeen, senior subsea engineer, Statoil said, “We were very pleased with the Claxton equipment and operations, and particularly with the clarity of their procedures. The supervisors involved during the installation and monitoring operation both displayed excellent, proactive attitudes and participated fully in the ongoing operations.”
Monitoring and integrity management
Monitoring and integrity management have become key focus areas for offshore operators in recent years. Pulse developed a riser monitoring system that would gather field data; enable integrity management; verify the predicted models; and enable the operator to drill safely.
The system included topside and subsea sensors for recording movement, load and dynamic bending parameters. The data the monitoring system gathered was supplied in real time through a traffic light alarm format. This showed the status as green when all parameters were in normal limits; amber when one parameter was outside normal operating limits and required adjustment; and red if any parameter was outside ultimate operating limits, in which case disconnection was recommended.
This project has provided valuable insights into the use of jackup systems in deeper water. Bowyer says, “The time frame on this project was extremely challenging and included many design iterations: about 90% of the riser was changed after the contract award. By drawing on successful projects like this, it should be possible to extend jackup drilling deeper. Can we do this elsewhere in 150 m of water? Yes. But the key to success will be early planning and detailed analysis.”
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