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Client
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Shell Exploration & Production Company
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|
Region
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Gulf of Mexico
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Location
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Garden Banks 385, 384, 428, 427 & 426
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Water Depth
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2500-2860 ft.
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Pipeline(s)
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- 12" x 10.5 mi. 2 PIP
- 6" x 10.5 mi. 2 SCR
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Services Performed
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Detailed Engineering, Subsea, Pipelines, Marine Installation
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| Contractor |
Shell Exploration
& Production Company |
| Award |
April, 2003 |
| Completion |
March, 2004 |
| Project
Manager |
Scott Springmann
/ Larry Wright |
| Key
Participants |
Bayou Pipe
Coating - Quad Joint Fab.
Shaw Pipeline Services - Aut. U.T. Inspection
Fugro Chance - Surface & Acoustic Positioning
Oceaneering - ROV Services
Porter Services - PL Sled Fab. |
| Prod.
Capacity |
32,000 bopd |
Description:
- Two (2) subsea wells located in Garden Banks 385 providing
oil production to the Shell Auger TLP via two (2) dual looped
12x8 pipe-in-pipe flowlines linked by a short 3,500-foot
infield 12x8 pipe-in-pipe flowline and two (2) wet-insulated
6” steel catenary risers.
- The dual subsea flowlines tie-back to Auger approximately
10.5 miles away, creating the fifth subsea development to
tie-back to Auger. Peak production is expected to reach
32,000 barrels of oil per day.
Technology:
- Installation of a pipe-in-pipe (PIP) flowline system without
the use of steel pipe bulkheads. Specialized installation
procedures and tooling were utilized allowing the outer
casing pipe to slide unimpeded over the inner casing pipe
during offshore welding and installation operations.
- Installation of water stop seals and other installation
procedures employed to eliminate moisture of any kind entering
the PIP flowline annulus during offshore installation operations.
- Use of specially designed SCR Installation Mast for SCR
transfer operations between the DB50 and the Auger TLP.
- JRM first-time installation of a second-end pipeline
termination sled conducted during continuous J-Lay installation
operations.
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Scope:
- Installation contract for the construction of two (2)
pipe-in-pipe (PIP) flowlines and one (1) infield PIP flowline
comprised of 8.625” x 1.158” API 5L X70 SMLS
carrier pipe and 12.750” x 0.500” API 5L X52
HFIW casing pipe. The 8.625” carrier pipe was insulated
with 1.3-inch thick jacketed polyurethane foam.
- Flowline construction activities included the installation
of three (3) PIP flowline initiation sleds located in 2,500
to 2,620 feet of water using pre-installed suction piles
located adjacent to the two (2) subsea wells; the installation
of one (1) infield PIP flowline termination sled located
in 2,620 feet of water; and the installation of two (2)
6.625” x 1.067” API 5L X70 SMLS steel catenary
risers (SCR’s) located in 2,860 feet of water and
insulated with 3.5” of Glass Syntactic Polyurethane
(GSPU) insulation.
- Installation engineering work was performed by JRM Engineering
in Houston, TX. All flowline installation activities were
performed by the Derrick Barge No. 50 (DB50) utilizing J-Lay
installation methods. All welding work was performed by
the JRM Vermatt Bug-N-Band Automatic Welding System (JBBS).
Innovations:
- Industry-First 13.5-ksi 12x8 PIP Flowline System
- Purpose-Built SCR Installation Mast Eliminating Need
for Drill Rig Assistance During SCR Pull-In Operations
- Longest 15-ksi EH Umbilical Installation (By Others)
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