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TRICERATOPSThe Case for a New Deepwater Concept
• Is there room for a new concept?
• Principles and limitations of (TLP’s)
• What’s at the core of spar concepts? (risers)
• When is a spar not a spar?
• Reducing deepwater TLP costs
• A Buoyant Leg Structure is an optimized tethered buoyant tower
• Clustering Towers to support big payloads
• Triceratops (assembly)• Triceratops in
shallower waters
Is there room for a new concept?
• Currently there are only 3 proven concepts for deepwater dry-tree platforms– Towers (steel - Bullwinkle, Lena; concrete - Troll, Draugen)
– TLPs (& mini-TLPs)– Spars
• Only TLPs and Spars have been proven for very deepwaters and large payloads
• Large payload deepwater TLPs have very expensive hulls & mooring systems
• Spars have very expensive hulls and riser systems• TLPs have great motion characteristics, but costs
& dynamic response increase dramatically in ultra-deep waters
Enter BLS & Triceratops
• Buoyant Leg Structures are tethered spars (i.e., vertically restrained)
• The BLS combines the qualities of spars and TLPs where its deep draft hull limits vertical excitation
• The BLS can give better motions and more convenient riser systems/well access than spars with much smaller, simpler hulls than spars or TLPs
• A Triceratops combines 3(or more) tethered spars to support very large production facility deck structures
• Either one may support dry tree or subsea well risers
• AND….BLS & Triceratops will be cheaper than TLPs & spars for competing payloads
Wet TreesDry TreesCaissons
Posted BargeJackets
Tower
TLP
Spar
FPSO
Semi FPS
Spar
Water Depth Ranges for PLATFORM Concepts
BLS
Mini-TLP
BLS
Tendons & Buoyant LegsTLP
Tendons becomeHeavier & ‘Stretchier’
with increasing WD=> RESONANCE
Tendons’ useful strength may be preserved by stepping wall thickness & partial buoyancy, but large steel cross-
sections are still required to avoid vertical mode RESONANCE.
Reducing Ultra-deep TLP CostsTLP
Tendons are costly in deep waters, but rigid
TLP ‘nodes’ are costly at ALL water depths
If a ‘buoyant tendon’ is extended through the
surface, we might call it a ‘tethered buoyant tower’
Self-standing (buoyancy supported) RisersSpar
Multi-FunctionBargeTree Tree
The ‘self-standing risers’ used in spar
are simple‘Tethered Buoyant
Platforms’With Trees as their
payloads
When is a Spar NOT a Spar?Spar
Tree
When it’sTethered
and becomes aBuoyant
LegStructure
Trees
Well & Riser
Triceratops - a tethered buoyant platform structure
Buoyant Columns
Tension Legs (partially flooded)
Hybrid Gravity/SuctionAnchors
Three (or more) tethered buoyant towers acting
together can support “a lot”!
Buoyant Columns
Tensioned Restraining Legs (may be stepped in wall thickness,
tapered in section, or partially flooded)
Hybrid Gravity/SuctionAnchors
Float-over Truss FrameDeck w/ Modules
Contact “Hinge” Nodes
Workover/CompletionRig
CVAR Tubing TiebackRiser
Triceratops – a tethered buoyant tower
structure
The columns are installed and
stand independently
until the deck ties them together
Buoyant Columns
Tension Legs (partially flooded)
Hybrid Gravity/SuctionAnchors
CONCEPT FEATURES/CHALLENGES-
•Float-over Truss Frame Deck w/ Modules•Typical top-tensioned or Compliant Vertical Access Dry Tree Tieback risers can be used•Deck stays horizontal as platform offsets in wind, waves & currents (like a TLP)•Contact nodes between deck structure and buoyant columns allow angular deflections (acting as a bi-directional “hinge” joint)•Hinge points can face upward (to deck) or downward (to columns)•Hinges require careful design but loads and angles are well within limits for existing flex-joint designs•Columns are only about 450ft in draft (versus 700+ft for spars) and are relatively small diameter•Heave restraining leg allows column draft to be limited and still maintain great motions•Column vertical weight (mass) distribution optimized for stability and limited excitation to restraining legs•Restraining legs experience very little vertical resonant excitation due to column design/draft
Contact “Hinge” Nodes
Workover/CompletionRig
Triceratops – a tethered buoyant tower structure
Ultra-deepWater
ModerateWaterDepths
DeepWater
Triceratops – a Compliant Concept that is readily adapted to
a wide range of water depths
Buoyant Columns
Tension Legs (partially flooded)
Hybrid Gravity/SuctionAnchors
Float-over Truss FrameDeck w/ Modules
Contact “Hinge” Nodes
Workover/CompletionRig
Why Triceratops?
• Payload & deck area virtually unlimited• Tethering costs minimized
•Tethering loads minimized as with TBT/BLS• Concern about vertical mode resonance limited
• Deck sees TLP-like motions• Lower cost deck fab/install• Small diameter columns cheaper to fabricate
• Can be fab’d in GoM without long tow
• Wells can be located beneath deck or well away from foundations
Basic Comparisons
TLP Spar BLS/TBT T’tops
WD range 500-5,000ft
1,500-10,000ft
1,000-8,000ft
500-8,000ft
Payload capacity
1,000-60,000t
1,000-30,000t
1,000-20,000t
5,000-60,000t
Motions Vertical modes restrained; heave-pitch/roll cross-coupled
All vertical modes minimized by design; surge/sway limited by size
Heave restrained, roll/pitch minimized by design principles
Heave restrained, roll/pitch & surge constrained by configuration
High Cost elements
Nodes at column tops & bottoms, tendons, installation
Massive hull; spread mooring, deck installation,
Restraining-leg (cheaper than tendons); deck installation
Restraining-legs (cheaper than tendons)
Risk Installation; Well hazards affect foundations
Deck install & pitch/riser fatigue in well-bay
Pitch angle at tension-leg
New Ideas
(see next slide)
Risks v. Benefits• Cost Risks
– Replaces complex rigid nodes at deck & pontoons on TLPs with compliant compression bearing joints at deck
– Reduces tethering steel/cost to minimum required for station-keeping
– Avoids complex tendon porches
– Avoids massive spar hull
– Avoids complex riser systems & buoyancy on spar risers
– Allows simple deck installation
• Project Schedule Risks– Small, simple hull & tether structures
easily fab’d locally (e.g., in US)– Towing column/tether as one unit with
up-ending at field limits critical exposure periods for installation
– Hook-up & pre-commissioning inshore can be maximized
• Design/Safety Risks– Simple structures compared to TLP
– Tethers see low dynamic loads
– Wells can be located remote from foundations/anchors
– Hulls float stably with restraining leg removed
– Provides large deck area for safe distribution of hazardous area
• Operational Risks– Limited inspection challenges
– Easy maintenance of readily replaced components
• Reservoir Risks– With tethers (ie., restraining leg)
removed entire platform can be towed to new field as one unit or deck can be easily removed for upgrade inshore
and re-installed at new field
Apparent Cost Advantages
Spar T’tops
Mission 6000ft WD, 100mbopd, 12 prod. risers
Payload, Incl. Deck structures
14,740t 16,130t
Column Dia. & Draft, Displacement
132ft x 700ft 40ft x 400ft
49,900t
Engineering & Project Mgt
$47MM $32MM
FabricationTopsides + Hull/mooring
$66MM
+$121+28MM.
$85MM
+$51MM
Installation & HUC $27MM $11MM
Total Cost,excl. Risers/well systems
$289MM $179MMdelta = -$110MM
Work-over +CompletionRig is leased
=>Savings >30%
Triceratops Introductory StudyUltra-deepwater Applications
• Location & WD• Mission/Payload Characteristics• Definition of System Components• Performance Criteria & Safety Considerations
– Global Analysis– Contact “Hinge/Node” loads and behavior
• Installation Planning and Estimates• Costs• Schedule
TriceraTOPS’em All!!
“A Triceratops horridus gallops”, a painting by Douglas Holgate
By,FrankDeNota
“Triceratops horridus charges through the forest”