Deep J-Laid Pipe-In-Pipe

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Transcription:

PAU, FRANCE 5-7 APRIL 2016 Deep J-Laid Pipe-In-Pipe Speaker: Collaboration with: Moez TRABELSI Dominique POPINEAU Pascal LOUVET Christian GEERTSEN Clément BOIREAU Dan BYRD

Summary Deepwater pipeline challenges for 4000m water depth ITP system - baseline New design Main Results Conclusions

Thermal Insulation amid Deepwater technology challenges As seen by Operators (Total) Enabling technologies: Higher hydrostatic pressures Flow assurance strategy and flow modeling Subsea boosting Subsea pipeline electrical heat tracing and insulation Subsea power transmission & distribution Subsea robotics Composite lines and risers Drilling Pipe laying JT cooling in riser highly insulated pipelines Developing and producing fields at WD down to 4000m technological challenges : High riser backpressure Heavier flowline installation

(Km) Benchmarking Oil developments Challenges: Deeper, longer Cheaper 20 40 60 1,000 2,000 3,000

Standard ITP PIP Flowline Single/Double/Quad joints Prefabricated onshore Product Pipe Outer Pipe ITP factory Insulation Insertion Izoflex insulation material Only one offshore weld Efficient assembly with a sliding sleeve Pre-fabricated double or quad joint Swaged & welded ends Swaging Offshore weld FJ sleeve Sleeves Fast-curing resin

Can PiP go longer? Q inlet T inlet heat_loss Q outlet T outlet T outlet T env T inlet T env e U Q D ref C p L Residence time = flowing time+cooldown time Wet insulation ITP insulation U=3W/(m².K) t~12 hrs Lmax=5-10km U=0.6 W/(m².K)t>50 hrslmax=30-60km Yes, we can go longer. But can we go deeper?

HOC Depth capability of J-laid PiP: Limited by high axial loads High axial loads during J-lay installation : all the suspended PIP weight is carried by the Inner pipe in the Field Joint Compression Section OP Tensioner HOC Inner Pipe Tension Section OP OP IP Mainline PiP Challenging for waterdepths > 2000m Weight becomes design-driver limitation @ 2500-3000m Catenary Weight Field Joint Note: for pipes with continuous annulus (welding of inner and outer pipe) the issue stands as the weight is suspended by only the outer Pipe

Technology development: PURE by Vallourec used for Pipe-in-Pipe Current design Pipe ends are as thick as Pipe body Pipes ends are thicker than Pipe body New design with PURE Double /Quad joint Double /Quad joint Upset ends Outer pipe Outer pipe Inner pipe Inner pipe Deeper than 2000m water depth Stress (Weight) > Max. allowable stress From 2000m to 4000m water depth Stress (Weight) < Max. allowable stress

PURE by Vallourec PURE PURE features: ID-tolerance of +/- 0.25mm OD-tolerance of +/- 0.25mm Wall Thickness tolerance at pipe ends: +/-0.5mm Low Carbon linepipe pre-material Grade: up to X80 PURE Upset process PURE Value proposition: Reduce the weight thanks to adapted wall thickness in the pipe ends and in the pipe body Increase the welding rate thanks to a perfect fit-up Rolling Inductive heating Upset Full body Q&T NDT Machining NDT

Study scope Comprehensive design of the proposed solution: 6, 8, 12 Inner Pipe Pipes steel grade : X70/X65 Water Depth 2000 m 4000 m U-values 0.5 1.0 W/(m².K) Topside/ Sagbend stress during installation Operation stress PiP bending efficiency Compliance with DNV code (burst Inner Pipe, collapse Outer Pipe, LCC in operation )

Results: PiP with upset ends can be installed down to 4000m Ex Typ: 8 Inner Pipe Stress can be controlled at 350 Mpa (in line with DNV OSF201) in the field-joint during PiP installation regardless of topside tension loads Upset values are feasible with respect to pipe body thickness and process capabilities. Upsets are lower in non-flooded configuration installation process optimization

Results: PiP weight and FJ stiffeness Most configurations are in line with present vessels maximum tensioning or laying capacities (2000 tonnes) Bending loads : The upset end is beneficial to the stiffness of the field joint There is no change to current installation procedures

Results: Thermal performance Good U values: The upset provides a naturally increased annular gap for Izoflex placement U values are between 0.5 and 0.7 W/(m 2.K) Long Cooldown Times: 50 C 20 C: Water depth (m) 2000m 2500m 3000m 3500m 4000m Cooldown time (hr) OIL / GAS OIL / GAS OIL / GAS OIL / GAS OIL / GAS 6 Inner Pipe 52 / 26 54 / 29 54 / 31 57 / 33 62 / 38 8 Inner Pipe 74 / 39 73 / 39 74 / 41 73 / 42 85 / 52 12 Inner Pipe 101 / 52 104 / 56 103 / 57 124 / 73 132 / 80

Conclusion ITP PiP with PURE with existing vessels and laying methods, 6 8 12 <3000m OK OK OK 3500m OK OK OK 4000m OK OK Need for optimization Enabling technology for water depths beyond 2000m with long tie-backs (>20km) Based on field proven components Cost effective solution Longer Cost effective Deeper

Thank you for your attention Contacts: moez.trabelsi@itp-interpipe.com dominique.popineau@total.com pascal.louvet@vallourec.com