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PD 8010-2:2004 Code of practice for pipelines - Subsea pipelines, 2004
- PUBLISHED DOCUMENT [Go to Page]
- Committees responsible for this Published�Document
- Contents
- 1 Scope [Go to Page]
- Extent of pipeline systems that are covered by this part of PD 8010
- 2 Normative references
- 3 Terms, definitions, symbols and abbreviations [Go to Page]
- 3.1 Terms and definitions [Go to Page]
- bulkheads
- bundle
- cathodic protection
- commissioning
- component
- decommissioning
- design factor
- design life
- design pressure
- design temperature
- emergency
- gas
- holiday
- incident
- installation
- intermediate station
- internal design pressure
- J-tube
- lay corridor
- line pipe
- lining
- maximum allowable operating pressure (MAOP)
- operating pressure
- operating temperature
- operator
- pig
- pig trap
- pipe
- pipe-in-pipe
- pipeline
- pipeline operator
- pipeline system
- pipe string
- pipework
- pre-commissioning
- pressure
- re-commissioning
- redundancy
- reliability
- riser
- spacer
- splash zone
- station
- strength test
- surge pressure
- subsea pipeline
- tapping
- test pressure
- tie-in weld
- transient pressure
- trim/weight chain
- 3.2 Symbols
- 3.3 Abbreviations
- 4 Health, safety and assurance [Go to Page]
- 4.1 Health, safety and the environment
- 4.2 Competence assurance
- 4.3 Quality assurance
- 4.4 Design, construction and commissioning assurance
- 4.5 Operation and abandonment assurance
- 4.6 Plans and drawings [Go to Page]
- Example of a pipeline design flowchart
- 5 Design — System and safety [Go to Page]
- 5.1 System definition
- 5.2 Categorization of fluids [Go to Page]
- Categorization of fluids according to hazard potential
- 5.3 Pipeline process design
- 5.4 Public safety and protection of the environment
- 5.5 Route selection
- 6 Design — Mechanical integrity [Go to Page]
- 6.1 General
- 6.2 Design criteria
- 6.3 Loads [Go to Page]
- Design and test pressure
- 6.4 Strength [Go to Page]
- Design factor,
- 6.5 Design of flexible pipelines
- 6.6 Bundles and multiple pipelines
- 6.7 Pipe-in-pipe systems
- 6.8 Stability [Go to Page]
- Two-dimensional stability analysis method
- Three-dimensional stability analysis method
- 6.9 Spanning pipelines
- 6.10 Pipeline and cable crossings
- 6.11 Leak detection
- 6.12 Fabricated pressure-containing components
- 7 Design — Landfalls, risers and tie-ins [Go to Page]
- 7.1 Selection of location
- 7.2 Landfalls
- 7.3 Tie-ins and risers
- 7.4 J-tubes and sleeves
- 7.5 Subsea connections and valves
- 7.6 Protection
- 7.7 Pipeline shutdown systems
- 8 Design — Materials and coatings [Go to Page]
- 8.1 General
- 8.2 Line pipe
- 8.3 Pipeline components
- 8.4 Valves
- 8.5 Pig traps and closures
- 8.6 Insulation joints
- 8.7 Transitions
- 8.8 Other pressure-containing parts
- 8.9 Coatings [Go to Page]
- Welded reinforcement
- 8.10 Insulating materials
- 9 Design — Corrosion management [Go to Page]
- 9.1 General
- 9.2 Internal corrosion evaluation
- 9.3 Internal corrosion mitigation
- 9.4 External corrosion evaluation
- 9.5 External corrosion mitigation
- 9.6 Monitoring programmes and methods [Go to Page]
- Monitoring methods
- 9.7 Corrosion management documentation
- 10 Construction — Fabrication and installation [Go to Page]
- 10.1 General
- 10.2 Safety plan and procedures
- 10.3 Construction plan
- 10.4 Construction near other facilities
- 10.5 Transport and handling of materials
- 10.6 Construction supervision
- 10.7 Working season
- 10.8 Administration
- 10.9 Environmental issues
- 10.10 Welding and joining
- 10.11 Marine operations
- 10.12 Vessel positioning
- 10.13 Installation of pipelines
- 10.14 Span rectification
- 10.15 Pipeline crossings
- 10.16 Pipeline tie-ins
- 10.17 Landfall
- 10.18 Pipeline protection
- 10.19 Flooding, cleaning and gauging
- 10.20 As-built survey
- 11 Construction — Testing [Go to Page]
- 11.1 General
- 11.2 Safety
- 11.3 Equipment
- 11.4 Pressure testing
- 11.5 Type and level of test
- 11.6 Test procedure [Go to Page]
- Measurement of air content
- 11.7 Acceptance criteria
- 11.8 Post-test procedures
- 11.9 Repairs to test failures
- 11.10 Non-pressure-tested closure welds (golden welds)
- 11.11 Pre-testing
- 11.12 Test documentation and records
- 11.13 Flexible pipelines
- 11.14 Integrity leak-testing
- 12 Pre-commissioning and commissioning [Go to Page]
- 12.1 General
- 12.2 Disposal of pipeline content
- 12.3 Cleaning
- 12.4 Drying
- 12.5 Introduction of product
- 12.6 Connections to operating pipelines
- 12.7 Functional testing of equipment and systems
- 12.8 Documentation and records
- 13 Operation, maintenance and integrity assurance management [Go to Page]
- 13.1 Management systems
- 13.2 Operation
- 13.3 Integrity assurance management
- 13.4 Changes to the design condition
- 14 Abandonment [Go to Page]
- 14.1 Arrangements for abandonment
- 14.2 Records
- Annex A (normative) Quality assurance [Go to Page]
- Quality plan
- Design quality assurance [Go to Page]
- Design basis
- Supervision
- Materials quality assurance [Go to Page]
- Pipe
- Stock material
- Shop-fabricated or manufactured items
- Construction quality assurance
- Annex B (normative) Records and document control [Go to Page]
- Design documentation
- Procurement documentation
- Construction documentation
- Pressure-testing and pre-commissioning documentation
- Survey documentation
- Inspection and maintenance documentation
- Annex C (informative) Hazards in pipeline design [Go to Page]
- Internal hazards [Go to Page]
- Substances conveyed as a liquid
- Substances conveyed as a gas
- Substances conveyed as liquid or gas or in dense phase
- External hazards [Go to Page]
- Fishing
- Anchoring
- Dropped objects
- Marine vessels
- Geotechnical hazards
- Annex D (normative) Safety evaluation of pipelines [Go to Page]
- General recommendations
- Definition of the extent of a risk assessment [Go to Page]
- Safety evaluation
- Hazard identification resulting from credible failure modes
- Evaluation of failure frequencies
- Evaluation of the consequences of failure
- Hazard screening
- Evaluation of individual and societal risk level
- Assessment of acceptability/tolerability of the risk levels [Go to Page]
- General
- Individual risk
- Societal risks
- Implementation of mitigation measures
- Re-evaluation of acceptability
- Documentation of the analysis
- Annex E (normative) Pipeline route selection [Go to Page]
- General
- Environment
- Other facilities
- Third-party activities
- Geotechnical, hydrographical and meteorological conditions
- Surveys
- Annex F (normative) Loads [Go to Page]
- Types of load
- Loading conditions
- Construction loads
- Hydrostatic testing
- Functional loads [Go to Page]
- Classification
- Temperature
- Functional and environmental loads
- Functional plus accidental loads
- Annex G (informative) Buckling [Go to Page]
- Local buckling [Go to Page]
- General
- External pressure
- Axial compression
- Bending
- Torsion
- Load combinations
- Strain criteria
- Propagation buckling
- Upheaval buckling
- Ovalization
- Annex H (normative) Environmental considerations [Go to Page]
- Environmental factors [Go to Page]
- General
- Return periods
- Water depths
- Wind
- Waves
- Currents
- Air and sea temperatures
- Marine growth
- Seabed soils
- Seismic activity
- Environmental loads [Go to Page]
- General
- Hydrostatic loading
- Wind loads
- Hydrodynamic loads
- Flow-induced cyclic loads
- Platform movement [Go to Page]
- Area to be investigated when calculating the shock pressure
- Soil-related effects [Go to Page]
- Typical effective coefficients of friction for North Sea applications [Go to Page]
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