Design Challenges for Terra Nova and RJS-409 Projects Design Challenges for TN and RJS4… ·...
Transcript of Design Challenges for Terra Nova and RJS-409 Projects Design Challenges for TN and RJS4… ·...
User Group Meeting – Houston, October 24, 2006
Design Challenges for Terra Nova and RJS-409 Projects
Agenda
• Roll damping due to mooring and risers in deep water
• Snap loads during pull-in of disconnectable turret mooring
Roll Damping – System Description
• FPSO Ciodade do Rio de Janeiro
• Water Depth = 1370m
• Vessel = 362 kDWT
• Spread mooring system, 18 mooring lines, 10 bow, 8 stern
• 34 Flexible risers, simple catenary configuration
Roll Damping – Problem Definition
• Maximum Allowable 100-year roll angle = 10 deg
• 100-year beam sea: Hs = 6.7m; Tp = 11.4s
• Natural period in roll varies with draft from 10.6s to 14.1s
• Bilge keels: 1.5m wide; 205m long (66% Lbp)
Model Tests, scale 1:60 at Marintek, Norway
Movie
Roll Damping - Approach
• Model tests of FPSO in horizontal mooring– Max Roll Ballast = 11.1 deg
– Max Roll Full = 6.1 deg
• 3D diffraction analysis (HOBEM)– First order wave forces
– Added mass
– Potential damping
• OrcaFlex calculation of vessel roll response using 6D calculated motions
OrcaFlex Calculations
Configuration Max Roll
(deg)Horizontal Mooring 11.2
Actual 18-leg mooring 9.7
Mooring + Risers 8.5
Effect of mooring and risers on max roll
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Snaploading in pull-in line
• Terra Nova FPSO
• Water depth = 95m
• No disconnection in 100-yr storm (Hs = 16m)
• Disconnect for ice berg > 100,000 mt
• Reconnect in Hs = 3.5m
• Full DP system with 5 azimuthing thrusters 5MW each
Terra Nova FPSO
Mooring & Risers
Terra Nova FPSO and Spider Buoy
Model Tests
• Institute for Marine Dynamics
• Scale 1:44
• Instrumented winch
• Full DP system
• Snaploading in pull-in line during reconnect tests
Snaploading from model test
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pull
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OrcaFlex Model
• FPSO – Vessel
• Spider Buoy – 6D Buoy
• Mooring Lines
• Risers
• Alternative Model with springs
• 2 Types of analysis– Constant length
– Variable length
All line model
X Y
Z30 mTime: 23.7050s
Model with equivalent springs
X Y
Z30 mT ime: 50.0240s
Comparison of 3-spring to all-line model
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z-m
otio
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pull-
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ad (M
-ton)
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all line model3-spring model
reac
tion
forc
e (M
N)
OrcaFlex simulation vs Model test results
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simulation 376
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load
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Effect of shock absorber
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0 25 50 75 100 125 150 175 200 225 250 275 300time (s)
pull-
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