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Standardizing Completion & Workover Riser Assessments
Tze King Lim, Jia Hui Lee, Hugh Howells
19th February 2014
Learn more at www.2hoffshore.com
Agenda
Objectives and introduction
Data collation
Consistent analysis methodology
Consistent results presentation
Evaluation of new applications
Verification by usage tracking
Conclusions
Learn more at www.2hoffshore.com
CWOR Challenges
Equipment used on and off for 20 years, with changes in:
Vessels
Equipment configuration
Field location and water depth
Personnel
More limited operating environments than drilling risers
Wide range of equipment from different vendors
Inconsistency in response evaluation and definition of usage limits
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Objectives
To address lack of standardization in completion/workover riser (CWOR) assessments:
Provide a consistent methodology
Provide consistent results presentation
Allows better decision making and project management
To provide a consistent approach to evaluation of new applications:
Assess if previous assessments are still applicable
Avoid unnecessary analysis
To provide cost savings
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CWOR Operability Assessment
Equipment specification and configuration
Vessel interfaces
Vessel positioning and environmental envelopes
Fatigue assessments – wave and VIV
Installation and intervention envelopes
Open water and marine riser modes
Usage and fatigue tracking
(
Fixity in all degrees of freedom
Current
Wave
Pitch / roll
Heave
Surge / sway
Surge /
sway
Tension to support
Varies in extent, methodology and presentation of results between projects
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Inputs
Drilling Vessel
Riser System Coiled
Tubing/WO
Functional Requirements
Metocean Data
RISER ANALYSIS
Obtaining data from various sources can be challenging Learn more at www.2hoffshore.com
Wide Ranging Riser Inventory
Riser Production
Bore (inch)
Annulus Bore
(inch)
Connector Type
Pressure Rating (psi)
Water Depths
Deployed (m)
1 5-1/8” 2-1/16” Union Nut 10k 80
2 5-1/4” - Drill Pipe 10k 540
3 5-1/8” 2-1/16” Dog 10k 390 - 410
4 7-1/16” - Union Nut 10k 830
5 7-1/16” - Union Nut 5k 70 - 130
6 5-1/8” - Union Nut 10k 420 - 600
Planning to use Riser 5 at new field. New assessment required? Learn more at www.2hoffshore.com
Components
Multiple components with many variations Learn more at www.2hoffshore.com
Steps for Standardized CWOR Assessments
Data collation
Consistent analysis methodology
Consistent results presentation
Evaluation of new applications
Verification by usage tracking
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Data Collation
Data dossier – live document, single reference source for all input data
Links in dossier to all reference documents
Consistent data sets in simple, easy to read tables
Data Dossier
Completion Riser Data
Marine Riser Data
Metocean & Soil Data
Drawings
Analysis Reports
Operational Logs
Vessel Data Maintenance Records
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Example Compiled Riser Data
Riser Joint Length Weight in Air Weight in
Water Outer Diameter Internal Diameter Yield
Stress
ft m lb kg lb kg in m in m ksi
Standard Joint 45.000 13.716 3318.5 1505 2885.2 1308 8.622 0.219 7.374 0.187 80
Tension Joint 15.846 4.830 3869.8 1755 3364.5 1526 9.646 0.245 7.165 0.182 80
10ft Pup 10.000 3.048 1378.1 625 1198.2 543 8.622 0.219 7.374 0.187 80
25ft Pup 25.000 7.620 2304.2 1045 2003.4 909 9.646 0.245 7.374 0.187 80
CWJ Thick Pipe Section
38.780 11.820 4617.6 2094 4014.6 1821 8.622 0.219 7.165 0.182 90
CWJ Thick Wall Section
4.035 1.230 480.5 218 417.8 189 9.606 0.244 7.173 0.182 90
CWJ Thin Wall Section
5.741 1.750 683.6 310 594.4 270 9.055 0.230 7.165 0.182 80
THRT 4.921 1.500 2335.1 1059 2030.2 921 18.504 0.470 7.047 0.179 80
THOJ 9.793 2.985 5957.9 2702 5177.3 2348 18.504 0.470 7.047 0.179 80
Riser Adapter 3.520 1.073 389.6 177 338.7 154 8.976 0.228 7.165 0.182 80
Overshot Adapter 2.395 0.730 1280.0 581 1112.9 505 18.110 0.460 9.370 0.238 80
Shearable Joint 13.645 4.159 1069.2 485 929.6 422 8.622 0.219 7.165 0.182 80
Annular Slick Joint 4.921 1.500 1435.5 651 1248.0 566 11.260 0.286 7.165 0.182 80
Adapter 17.060 5.200 1808.1 820 1572.0 713 8.898 0.226 7.165 0.182 80
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Consistent Analysis Methodology
Boundary conditions – types of fixities to wellhead and vessel
Calculation of section properties
Tension calculations
Vessel positioning and environmental envelopes
Fatigue performance – wave and VIV
Installation and hang-off limits
Ensures easier understanding and comparison of results Learn more at www.2hoffshore.com
Consistent Results Presentation
Coloured areas provide indication of allowable heave and offsets
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Operating Manuals
Concise document for operational guidance offshore
Main contents:
Glossary and Definition
Riser Stackup
Tension Requirement
Operating Limits
Limit
With CTF
With Surface Equipment
Without Surface Equipment
0 psi 5000 psi 0 psi 5000 psi
Allowable Maximum Wave Height (m)
6.2 6.2 6.8 6.6
Allowable Downstream Vessel Offset, No Waves (%)
-10 (-83m)
-8 (66.4m)
-10 (-83m)
-8 (-66.4m)
Allowable Upstream Vessel Offset, No Waves (%)
6 (49.8m)
6 (49.8m)
6 (49.8m)
6. (50.6m)
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Evaluation of New Applications
A change evaluation is performed to determine:
Are previous results still applicable?
Are new analyses required?
If yes, what types of new analysis are required?
Level of change allowed is assessed based on experience
Sensitivity analysis performed to verify recommendations of change evaluation
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Change Evaluation - Water Depth
5-15% change requires:
Reassessment of wave-induced and VIV fatigue
15-25% change additionally requires:
Tension requirements to be reassessed
Operating envelopes analysis
>25% change additionally requires:
Repeat of installation analysis
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Change Evaluation - Vessels
Vessel RAOs
Change in magnitude or period of RAO peaks requires repeat of dynamic analyses
Drill Floor Elevation
If change >10m, reassess operating envelopes and equipment passage limitations
Moonpool Size
Reassess operating envelopes if limited by moonpool clashing
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Implications of Other Changes
Parameter Required New Analysis
Extreme waves and currents Operating envelopes, installation, hang-off, equipment passage
Long-term waves and currents Fatigue analysis
Soil stiffness Marine riser mode analysis
Internal fluid density or pressure Operating envelopes
Tree/EDP/LRP size and weight Installation and hang-off analysis
Riser base tension Operating envelopes and fatigue
Surface equipment weight Operating envelopes and fatigue
Marine riser joints, BOP/LMRP stack Marine riser mode analysis, equipment passage
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Integrity Management
To track CWOR performance over time & verify analysis results
Perform risk assessment for each component based on failure modes, likelihood & consequences
Identify critical components
Develop inspection and monitoring plan
Visual surveys
Weld inspections
Recording weather and operations
Monitor movement of riser
Data Dossier
Inspection &
Monitoring
Change Evaluation & Analysis
Risk Assess-ment
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Verification by Monitoring
Case study of using strain monitoring
Used to track fatigue accumulation at upper stress joint
Fatigue extrapolated to cased wear joint (most critical location)
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Woodside Pluto, WoosidePluto 2009 12 04 12 22
0 200 400 600 800 1000 1200 1400 1600 1800 2000-1.5
-1
-0.5
0
0.5
1
1.5x 10
-3
Curv
atu
re
Time (s)
X Axis
0 0.05 0.1 0.15 0.2 0.250
0.2
0.4
0.6
0.8
1
1.2x 10
-4
Curv
atu
re
Frequency (Hz)
X Axis
-4
-3
-2
-1
0
1
2
3
4
5x 10
-4
Curv
atu
re
Y Axis
0
0.5
1
1.5
2
2.5
3
3.5
4x 10
-5
Curv
atu
re
Y Axis
Riser Response Measurements
Frequency peaks indicate motions are driven by 8-12s waves
Time history Frequency spectra Learn more at www.2hoffshore.com
Fatigue Tracking
Component
Fatigue Life from Global
Analysis (years)
Calculated Fatigue Life from
Measurements (years)
USJ 288 1066.9
CWJ 1.39 11.7
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Conclusions
CWOR operation management is challenging due to:
Varying operating conditions, equipment and personnel
Occasional usage over many years
A consistent approach can be implemented through standardization of:
Data collation
Analysis methodology
Results presentation
Evaluation of new applications
Consistency allows for more reliable long-term riser management and cost savings
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Questions?
Further information:
2H Offshore Engineering
www.2hoffshore.com
+61 8 9222 5000
Learn more at www.2hoffshore.com
http://www.2hoffshore.com/
Learn more at www.2hoffshore.com
http://www.2hoffshore.com/