Draft Details
- Oil and gas pipeline systems
- CSA Z662:27
- Legal Notice for Draft Standards
- Preface
- + 1 Scope
- 1.1 General
- 1.2 Applicability
- 1.3 Exclusions
- 1.4 Technical judgement
- 1.5 Retroactivity
- 1.6 Units
- 1.7 Governing requirements
- 1.8 Innovation
- 1.9 Terminology
- Figure 1.1
- Figure 1.2
- + 2 Reference publications and definitions
- 2.1 Reference publications
- 2.2 Definitions
- + 3 Safety and loss management system
- + 3.1 General
- 3.1.1 Scope and objectives
- 3.1.2 System elements
- 3.1.3 Definitions
- 3.2 Risk management
- 3.3 Pipeline system integrity management
- + 3.4 Engineering assessments
- 3.4.1 General
- 3.4.2 Engineering assessment process
- 3.4.3 Records
- + 3.5 Audits
- 3.5.1 General
- 3.5.2 Planning and preparation
- 3.5.3 Reporting
- 3.5.4 Nonconformances and corrective actions
- 3.5.5 Management review
- + 4 Design
- + 4.1 General
- 4.1.1 Scope
- 4.1.2 Corrosion control
- 4.1.3 Use of non-steel materials
- 4.1.4 Stainless steel piping
- 4.1.5 Offshore steel pipelines
- 4.1.6 Elevated temperature pipelines
- 4.1.7 Sour service pipelines
- 4.1.8 Hydrogen pipelines
- 4.1.9 CO2 piplines
- 4.1.10 Limit state hydrogen
- 4.1.11 Reliability based design
- 4.1.12 External coatings
- 4.1.13 Engineering assessments
- 4.1.14 Design documentation and records
- + 4.2 Design conditions
- + 4.2.1 General
- 4.2.1.1
- 4.2.1.2
- 4.2.1.3
- + 4.2.2 Temperature
- 4.2.2.1
- 4.2.2.2
- 4.2.2.3
- 4.2.2.4
- 4.2.2.5
- 4.2.2.6
- 4.2.3 Sustained forces
- 4.2.4 Other loading and dynamic effects
- + 4.3 Design criteria
- + 4.3.1 General
- 4.3.1.1
- 4.3.1.2
- 4.3.1.3
- 4.3.1.4
- 4.3.1.5
- + Figure 4.1
- + 4.3.2 Class location assessment areas
- 4.3.2.1 Gas pipelines
- 4.3.2.2 Other pipelines
- 4.3.2.3 Use of class location assessment areas
- 4.3.3 Class location designations
- Table 4.1
- + 4.3.4 Class location end boundaries
- 4.3.4.1
- 4.3.4.2
- 4.3.4.3
- 4.3.4.4
- 4.3.4.5
- 4.3.4.6
- 4.3.4.7
- 4.3.4.8
- Figure 4.2 a)
- Figure 4.2 b)
- Figure 4.2 c)
- Figure 4.2 d)
- + 4.3.5 Pressure design for steel pipe — General
- 4.3.5.1
- 4.3.5.2
- 4.3.5.3
- 4.3.5.4
- 4.3.5.5
- 4.3.6 Pressure design for steel pipe — Design f...
- + 4.3.7 Pressure design for steel pipe — Location...
- 4.3.7.1
- Table 4.2
- 4.3.7.2
- 4.3.7.3
- 4.3.7.4
- 4.3.8 Pressure design for steel pipe — Joint fa...
- Table 4.3
- 4.3.9 Pressure design for steel pipe — Temperat...
- Table 4.4
- + 4.3.10 Pressure design for steel pipe — Allowan...
- 4.3.10.1
- 4.3.10.2
- 4.3.10.3
- + 4.3.11 Pressure design for steel pipe — Wall th...
- 4.3.11.1
- 4.3.11.2
- Table 4.5
- 4.3.11.3
- + 4.3.12 Pressure design for components — General...
- 4.3.12.1
- 4.3.12.2
- 4.3.12.3
- 4.3.12.4
- 4.3.12.5
- 4.3.12.6
- + 4.3.13 Pressure design for components — Closure...
- 4.3.13.1
- 4.3.13.2
- 4.3.13.3
- + 4.3.14 Pressure design for field bends, factory...
- 4.3.14.1
- 4.3.14.2
- 4.3.14.3
- 4.3.14.4
- 4.3.15 Pressure design for components — Tees an...
- + 4.3.16 Pressure design for components — Branch ...
- 4.3.16.1
- 4.3.16.2
- 4.3.17 Pressure design for components — Integra...
- 4.3.18 Pressure design for components — Welded ...
- Table 4.6
- Figure 4.3
- Figure 4.4
- + 4.3.19 Pressure design for components — Reinfor...
- 4.3.19.1 Welded branch connections
- Figure 4.5
- 4.3.19.2 Single welded branch connections great...
- 4.3.20 Pressure design for components — Reinfor...
- + 4.4 Valve location and spacing
- 4.4.1 Isolating valves
- 4.4.2 Accessibility, protection and support
- 4.4.3 Valves on lateral lines
- 4.4.4 Engineering analysis
- 4.4.5 Default spacing
- Table 4.7
- 4.4.6 Class location transitions
- 4.4.7 Remote operation and spacing in hazard zo...
- 4.4.8 Emergency depressurization connections
- 4.4.9 Major water crossings
- 4.4.10 Blowdown valve placement
- + 4.5 Selection and limitation of piping joints
- + 4.5.1 Buttwelded joints
- 4.5.1.1
- 4.5.1.2
- 4.5.1.3
- 4.5.2 Threaded joints
- + 4.5.3 Sleeve, coupled, mechanical interference ...
- 4.5.3.1
- 4.5.3.2
- 4.5.3.3
- + 4.5.4 Additional requirements for mechanical in...
- 4.5.4.1
- 4.5.4.2
- 4.5.4.3
- 4.5.4.4
- 4.5.4.5
- 4.5.4.6
- + 4.6 Flexibility and stress analysis — General s...
- 4.6.1 Applicability
- 4.6.2 Stress design of restrained and unrestrai...
- + 4.6.3 Discontinuity stresses
- 4.6.3.2
- 4.6.4 Supplemental stress design
- 4.6.5 Hoop stress
- 4.6.6 Steel properties
- + 4.7 Flexibility and stress analysis — Stress de...
- 4.7.1 Combined hoop and longitudinal stresses
- + 4.7.2 Combined stresses for restrained spans
- 4.7.2.1
- 4.7.2.2
- 4.7.3 Mitigation of partially restrained buried...
- + 4.8 Flexibility and stress analysis — Stress de...
- 4.8.1 General requirements
- 4.8.2 Thermal effects
- 4.8.3 Thermal expansion stress range
- 4.8.4 Thermal expansion stress limit
- 4.8.5 Combined stress limits
- 4.8.6 Pipe support friction
- 4.8.7 Stress intensification and flexibility fa...
- + Table 4.8
- 4.8.8 Dimensions in flexibility calculations
- 4.8.9 Movement of equipment
- 4.8.10 Cold-spring
- + 4.9 Flexibility and stress analysis — Pipe-supp...
- 4.9.1 General
- 4.9.2 Supports, braces, and anchors
- 4.10 Flexibility and stress analysis — Design o...
- + 4.11 Cover and clearance
- 4.11.1 Minimum cover
- 4.11.2 Reduced cover
- 4.11.3 Clearance requirements
- 4.11.4 Evaluation criteria for clearance requir...
- 4.11.5 Reduced clearance
- 4.11.6 Collateral damage
- 4.11.7 Freeze protection
- Table 4.9
- + 4.12 Crossings
- + 4.12.1 General
- 4.12.1.1
- 4.12.1.2
- 4.12.1.3
- 4.12.1.4
- + 4.12.2 Crossings of utilities
- 4.12.2.1
- 4.12.2.2
- + 4.12.3 Crossings of roads and railways
- 4.12.3.1 Uncased road crossings
- Table 4.10
- 4.12.3.2 Uncased railway crossings
- Table 4.11
- 4.12.3.3 Cased crossings
- 4.12.3.4 Light-rail transit crossings
- + 4.12.4 Crossings of water
- 4.12.4.1
- 4.12.4.2
- + 4.13 Requirements for pipelines in proximity to...
- 4.13.1 General
- 4.13.2 Effects on pipelines in proximity to hig...
- + 4.13.3 Safety requirements
- 4.13.3.1
- 4.13.3.2
- + 4.14 Design of compressor stations over 750 kW,...
- + 4.14.1 General
- 4.14.1.1
- 4.14.1.2
- 4.14.1.3
- 4.14.1.4
- 4.14.1.5
- 4.14.1.6
- 4.14.1.7
- 4.14.1.8
- + 4.14.2 Design of compressor stations over 750 k...
- 4.14.2.1
- 4.14.2.2
- 4.14.2.3
- 4.14.2.4
- 4.14.2.5
- 4.14.2.6
- 4.14.2.7
- 4.14.2.8
- 4.14.2.9
- 4.14.2.10
- 4.14.2.11
- 4.14.2.12
- + 4.14.3 Design of pump stations over 375 kW
- 4.14.3.1
- 4.14.3.2
- 4.14.3.3
- 4.14.3.4
- 4.14.3.5
- 4.14.3.6
- 4.14.3.7
- 4.14.3.8
- 4.14.3.9
- + 4.15 Liquid storage in oil pipeline pump statio...
- + 4.15.1 Aboveground tanks over 4000 L
- 4.15.1.1
- 4.15.1.2
- 4.15.1.3
- 4.15.1.4
- 4.15.1.5
- 4.15.1.6
- 4.15.1.7
- 4.15.1.8
- 4.15.2 Aboveground tanks of 4000 L or less
- 4.15.3 Underground tanks
- 4.15.4 Pressure spheres, bullets, and ancillary...
- 4.15.5 Pipe-type storage vessels
- + 4.16 Gas storage in pipe-type and bottle-type h...
- 4.16.1 General
- + 4.16.2 Aboveground installations
- 4.16.2.1
- 4.16.2.2
- 4.16.2.3
- + 4.16.3 Underground installations
- 4.16.3.1
- 4.16.3.2
- + 4.17 Vaults
- + 4.17.1 Structural design
- 4.17.1.1
- 4.17.1.2
- 4.17.1.3
- 4.17.1.4
- 4.17.2 Location
- + 4.17.3 Vault ventilation
- 4.17.3.1
- 4.17.3.2
- + 4.17.4 Drainage and waterproofing
- 4.17.4.1
- 4.17.4.2
- + 4.18 Pressure control and overpressure protecti...
- + 4.18.1 General
- 4.18.1.1
- 4.18.1.2
- 4.18.1.3
- 4.18.1.4
- 4.18.2 General design requirements for systems ...
- + 4.18.3 Additional design requirements for press...
- 4.18.3.1
- 4.18.3.2
- + 4.18.4 Additional overpressure-protection requi...
- 4.18.4.1
- 4.18.4.2
- 4.18.4.3
- 4.18.4.4
- + 4.19 Instrument, control, and sampling piping
- 4.19.1 Permanently closed systems
- 4.19.2 Connections
- 4.19.3 Shutoff and blowdown valves
- 4.19.4 High temperature service
- 4.19.5 Cleaning connections
- 4.19.6 Freeze protection
- 4.19.7 Drainage
- 4.19.8 Piping arrangement and support design
- 4.19.9 Corrosion protection
- 4.19.10 Joints
- 4.19.11 Expansion accommodation
- 4.20 Leak detection capability
- + 4.21 Odorization
- 4.21.1 Odorant requirements
- 4.21.2 Odorant properties
- 4.21.3 Odorization equipment
- + 4.22 Design of trenchless installations
- 4.22.1 Trenchless installations
- 4.22.2 Trenchless installations – breakover and...
- 4.22.3 Trenchless installations – drilling flui...
- 4.22.4 Trenchless installations - pipe restrain...
- 4.22.5 Trenchless installations – percussive de...
- 4.22.6 Trenchless installation – general design...
- + 4.22.7 Trenchless Installations – DSPT design r...
- 4.22.7.1
- 4.22.7.2
- + 4.23 Design of pressure testing
- + 4.23.1 General
- 4.23.1.1 Pressure test location and execution r...
- 4.23.1.2 Pretesting of piping
- 4.23.1.3 Adverse effects
- 4.23.1.4 Partial-penetration welds and pressure...
- 4.23.1.5 Test medium
- 4.23.1.6 Exemption from pressure testing
- 4.23.2 Compressor and pump station piping
- + 4.23.3 Stainless steel piping and tubing
- 4.23.3.1 Pressure testing of stainless steel pi...
- 4.23.3.2 Pressure testing exemption for stainle...
- + 4.23.4 Test-head assemblies
- 4.23.4.1 Maximum working pressure
- 4.23.4.2 Steel pipe and components
- 4.23.4.3 Pressure testing of new test-head asse...
- + 4.23.5 Testing procedures and techniques
- 4.23.5.1 Pressure-volume plot for liquid-medium...
- 4.23.5.2 Pressure-temperature gradient consider...
- 4.23.5.4 Cement mortar linings
- 4.23.5.5 Gaseous medium leak testing considerat...
- + 4.23.6 Piping to be operated at pressure greate...
- + 4.23.6.1 Strength and leak tests
- 4.23.6.1.1 Strength and leak testing
- 4.23.6.1.2 Visual leak inspection in lieu of th...
- 4.23.6.1.3 Concurrent strength and leak tests w...
- 4.23.6.1.4 Pretesting requirements in railway o...
- + 4.23.6.2 Pressure-test mediums
- 4.23.6.2.1 Pressure test medium
- + 4.23.6.2.2 Use of alternative liquids for testi...
- 4.23.6.2.2.1
- 4.23.6.2.2.2
- 4.23.6.2.3 Gaseous pressure-test mediums
- 4.23.6.2.4 Prohibited pressure-test mediums
- + 4.23.6.3 Minimum strength and leak test pressur...
- 4.23.6.3.1
- 4.23.6.3.2
- + 4.23.6.4 Maximum strength and leak test pressur...
- 4.23.6.4.1 Pressure limitations
- 4.23.6.4.2 Strength test pressure for liquid-me...
- 4.23.6.4.3 Pressure for gaseous-medium testing
- 4.23.6.4.4 Leak test pressure limitations
- + 4.23.6.5 Duration of tests
- 4.23.6.5.1 Pressure testing duration
- 4.23.6.5.2 Duration for fully exposed assemblie...
- 4.23.6.5.3 Leak test durations
- 4.23.6.5.4 Test durations for gaseous-mediums
- + 4.23.6.6 Maximum operating pressures
- 4.23.6.6.1 Limitations
- 4.23.6.6.2 Stations
- 4.23.6.6.3 HVP service
- 4.23.6.6.4 CO2 service maximum operating pressu...
- 4.23.6.6.5 Point specific maximum operating pre...
- Table 4.12
- + 4.23.7 Piping intended to be operated at pressu...
- 4.23.7.1 Strength and leak tests
- 4.23.7.2 Pressure-test mediums
- 4.23.7.3 Minimum leak test pressures
- 4.23.7.3.1
- 4.23.7.3.2
- 4.23.7.4 Maximum leak test pressures
- 4.23.7.4.1
- 4.23.7.4.2
- 4.23.7.5 Duration of tests
- 4.23.7.5.1
- 4.23.7.5.2
- 4.23.7.6 Maximum operating pressures
- 4.23.8 Tie-in of tested sections
- + 5 Materials
- + 5.1 Qualification of materials
- 5.1.1 General
- 5.1.2 Piping designed to ASME B31.3
- 5.1.3 Materials standards or specifications
- 5.1.4 Non-referenced materials, standards or sp...
- 5.1.5 Reused materials
- + 5.2 Steel materials
- + 5.2.1 Design temperatures — Steel materials
- 5.2.1.1
- 5.2.1.2
- + 5.2.2 Notch toughness requirements — Steel pipe...
- 5.2.2.1
- 5.2.2.2
- Table 5.1
- 5.2.2.3
- Table 5.2
- 5.2.2.4
- + 5.2.3 Notch toughness requirements — Steel comp...
- 5.2.3.1
- 5.2.3.2
- 5.2.3.3
- + 5.2.4 Steel pipe
- 5.2.4.1
- 5.2.4.2
- 5.2.4.3
- 5.2.4.3.1
- 5.2.4.3.2
- 5.2.4.3.3
- + Table 5.3
- + 5.2.5 Steel components — General
- 5.2.5.1
- 5.2.5.2
- + 5.2.6 Steel components — Fittings
- 5.2.6.1
- 5.2.6.2
- 5.2.6.3
- + 5.2.7 Steel components — Flanges
- 5.2.7.1
- 5.2.7.2
- 5.2.7.3
- 5.2.7.4
- + 5.3 Other materials
- + 5.3.1 Bolting
- 5.3.1.1
- 5.3.1.2
- 5.3.1.3
- 5.3.1.4
- 5.3.1.5
- 5.3.1.6
- + 5.3.2 Gaskets
- 5.3.2.1
- 5.3.2.2
- 5.3.2.3
- 5.3.2.4
- 5.3.2.5
- 5.3.2.6
- 5.3.2.7
- 5.3.2.8
- 5.3.2.9
- + 5.2.9 Steel components — Fittings (Moved)
- 5.2.9.1 (Moved)
- 5.2.9.2 (Moved)
- 5.2.9.3 (Moved)
- 5.3.3 Aluminum piping
- 5.3.4 Non-metallic and reinforced composite pip...
- + 5.3.5 Cast iron components
- 5.3.5.1
- 5.3.5.2
- 5.3.5.3
- 5.3.5.4
- 5.3.5.5
- 5.3.5.6
- 5.3.5.7
- + 5.3.6 Copper and copper-based alloys
- 5.3.6.1
- 5.3.6.2
- 5.3.7 Stainless steels
- 5.3.8 Nonferrous flanges
- 5.3.9 Other alloys and composites
- + 5.3.10 External coatings for pipe and piping
- 5.3.10.1 General
- 5.3.10.2 Plant-applied coatings for steel pipe
- 5.3.10.3 Field-applied coatings for piping
- 5.4 Oilfield water service
- + 5.5 Cement-mortar linings
- 5.5.1 Specification and tolerance
- Table 5.4
- 5.5.2 Jointers
- + 5.6 Reuse of materials
- 5.6.1 General
- 5.6.2 Material standards or specifications
- 5.6.3 Non-referenced standards or specification...
- 5.6.4 Steel pipe
- + 5.7 Post-manufacturing modifications of compone...
- + 5.7.1 General
- 5.7.1.1
- 5.7.1.2
- 5.7.1.3
- 5.7.1.4
- + 5.7.2 Marking
- 5.7.2.1
- 5.7.2.2
- 5.7.2.3
- 5.7.2.4
- 5.7.2.5
- + 5.7.3 Certification
- 5.7.3.1
- 5.7.3.2
- + 5.8 Records of materials
- 5.8.1 New materials
- 5.8.2 Reused materials
- 5.9 Engineering assessments
- + 6 Transportation, handling, and installation
- + 6.1 General
- 6.1.1 Applicability
- 6.1.2 Adverse weather conditions
- 6.1.3 Reduction in wall thickness
- 6.1.4 Installation of ASME B31.3 piping
- 6.1.5 Construction – safety and loss management...
- + 6.2 Activities on pipeline rights-of-way
- + 6.2.1 Clearing, grading, and ground disturbance...
- 6.2.1.1 Limitations
- 6.2.1.2 Activities in permafrost areas
- 6.2.2 Pipe and components handling
- 6.2.3 Bends and elbows in steel piping
- + 6.2.4 Alignment and welding
- 6.2.4.1 Preparation and cleaning
- 6.2.4.2 Alignment, welding, and inspection
- 6.2.5 Pipeline coatings
- + 6.2.6 Ditching and lowering-in
- 6.2.6.1 Spoil handling
- 6.2.6.2 Ditch depth
- 6.2.6.3 Piping supports
- 6.2.6.4 Lowering-in
- 6.2.6.5 Installation of pipeline weights
- + 6.2.7 Backfilling
- 6.2.7.1 Damage prevention
- 6.2.7.2 Backfill materials
- 6.2.7.3 Distortion prevention
- 6.2.7.4 Subsidence and erosion prevention
- 6.2.8 Internal cleaning
- 6.2.9 Clean-up and restoration
- + 6.2.10 Installation of crossings
- 6.2.10.1 General
- 6.2.10.2 Open-cut crossings
- 6.2.10.3 General trenchless crossing requiremen...
- 6.2.10.4 Auger bored crossings
- + 6.2.11 Horizontal directional drilling (HDD)
- 6.2.11.1 General
- 6.2.11.2 HDD construction
- 6.2.12 Tunneling and directional micro-tunnelin...
- + 6.3 Pipe and component surface requirements app...
- 6.3.1 Pipe and component manufacturing defects ...
- 6.3.2 Field repair of gouges and grooves in pip...
- + 6.3.3 Dents in pipe
- 6.3.3.1 Measurement
- 6.3.3.2 Removal and repair of plain dents
- + 6.3.3.3 Handling and repair
- 6.3.3.3.1
- 6.3.3.3.2
- 6.3.3.4 Prohibition
- + 6.3.4 Ripples, wrinkles, buckles, and out-of-ro...
- 6.3.4.1 Removal
- 6.3.4.2 Out of roundness
- 6.3.5 Removal of cracks in circumferential butt...
- 6.3.6 Field repair of gouges, grooves, and dent...
- 6.3.7 Material acceptability
- 6.4 Electrical test leads on pipeline systems
- + 6.5 Inspection
- 6.5.1 General
- + 6.5.2 Inspections
- 6.5.2.1 Inspection requirements
- 6.5.2.2 Documented procedures
- 6.5.2.3 Inspection personnel
- 6.5.3 Inspection for piping defects
- 6.5.4 Inspection of pipe and components
- 6.5.5 Inspection of bends
- 6.5.6 Inspection of field-coating
- 6.5.7 Inspection of field-applied coatings
- 6.5.8 Inspection of plant-applied coatings
- 6.5.9 Visual inspection and repair of corrosion...
- 6.5.10 Inspection of field and shop welds
- 6.5.11 Inspection of pipe repairs, replacement,...
- 6.5.12 Nondestructive testing of piping
- 6.6 Precautions to avoid uncontrolled fires
- + 7 Joining
- + 7.1 General
- 7.1.1 Scope
- 7.1.2 Exemption for low stress piping
- 7.1.3 Offshore pipelines
- 7.1.4 Aluminum pipe and components
- 7.1.5 Sour service pipelines
- 7.1.6 Maintenance welding
- 7.1.7 Scraper bars
- 7.1.8 Corrosion monitoring pins
- 7.1.9 Carbon equivalent determination
- + 7.2 Arc and gas welding — General
- 7.2.1 Steel materials
- 7.2.2 Exemptions
- 7.2.3 Welding procedure specification
- 7.2.4 Compressor and pump station piping
- 7.2.5 ASME IX welding procedures
- 7.2.6 Establishing p-numbers and group numbers
- + Table 7.1 (Removed)
- 7.2.7 Carbon equivalent of high strength pipes
- + 7.3 Arc and gas welding — Joint configurations
- + 7.3.1 Butt welds
- 7.3.1.1 Joint configuration
- 7.3.1.2 Items of unequal thickness
- 7.3.1.3 Partial-penetration butt welds
- 7.3.2 Fillet welds
- Figure 7.1
- Figure 7.2
- Figure 7.3
- Figure 7.4 a)
- Figure 7.4 b)
- Figure 7.4 c)
- Figure 7.4 d)
- Figure 7.5 a)
- Figure 7.5 b)
- + 7.4 Arc and gas welding — Welding equipment
- 7.4.1 Requirements
- 7.4.2 Operating range
- 7.4.3 Operation
- + 7.5 Arc and gas welding — Materials
- 7.5.1 Pipe and components
- + 7.5.2 Filler metals and fluxes
- 7.5.2.1 Specification
- 7.5.2.2 Low-hydrogen welding practices
- 7.5.2.3 Storage and handling
- 7.5.2.4 Basic covered electrodes
- + 7.5.3 Shielding gases
- 7.5.3.1 Atmospheres for shielding arcs
- 7.5.3.2 Storage and usage
- + 7.6 Arc and gas welding — Qualification of weld...
- + 7.6.1 General
- 7.6.1.1 Scope
- 7.6.1.2 Requirements
- 7.6.2 Company approval
- 7.6.3 Records
- + 7.6.4 Welding procedure specifications
- 7.6.4.1 General
- 7.6.4.2 Welding process and method
- 7.6.4.3 Joint geometry
- 7.6.4.4 Base materials
- Table 7.2
- 7.6.4.5 High strength pipe materials
- 7.6.4.6 Filler metals and fluxes
- 7.6.4.7 Position and direction of welding
- 7.6.4.8 Preheating and interpass temperatures a...
- 7.6.4.9 Postweld heat treatment
- 7.6.4.10 Shielding gas
- 7.6.4.11 Electrical characteristics and travel ...
- 7.6.4.12 Technique
- 7.6.4.13 Flame characteristics
- 7.6.5 Essential changes for qualification of we...
- Table 7.3
- + 7.7 Arc and gas welding — Testing for qualifica...
- + 7.7.1 Welding of test joints
- 7.7.1.1 Welding test joints
- 7.7.1.2 Test joints
- 7.7.1.3 Qualification of welders on large diame...
- 7.7.1.4 Repair welding procedure qualification
- 7.7.1.5 Qualification of repair welds
- + 7.7.2 Testing of butt welds — General
- 7.7.2.1 Test specimens
- Table 7.4
- Figure 7.6
- Figure 7.7
- Figure 7.8
- Figure 7.9
- Figure 7.10
- 7.7.2.2 Pipe smaller than 60.3 mm OD
- 7.7.2.3 Pipe 33.4 mm OD and smaller
- + 7.7.3 Testing of butt welds — Tension test
- 7.7.3.1 Specimen preparation
- 7.7.3.2 Test procedure
- 7.7.3.3 Requirements
- 7.7.3.4 Tensile strength requirements for high ...
- 7.7.3.5 Mean flow stress
- + 7.7.4 Testing of butt welds — Nick-break test
- 7.7.4.1 Preparation
- 7.7.4.2 Procedure
- 7.7.4.3 Requirements
- Figure 7.11
- + 7.7.5 Testing of butt welds — Root-bend and fac...
- 7.7.5.1 Preparation
- 7.7.5.2 Procedure
- 7.7.5.3 Requirements
- 7.7.5.4 Alternative requirements
- 7.7.5.5 Substitution due to lack of penetration...
- + 7.7.6 Testing of butt welds — Side-bend test
- 7.7.6.1 Preparation
- 7.7.6.2 Procedure
- Figure 7.12
- 7.7.6.3 Requirements
- + 7.7.7 Testing of fillet welds and branch connec...
- 7.7.7.1 Preparation
- Figure 7.13 a)
- Figure 7.13 b)
- Figure 7.13 c)
- Figure 7.14
- Table 7.5
- 7.7.7.2 Procedure
- 7.7.7.3 Requirements
- + 7.7.8 Testing of fillet welds and branch connec...
- 7.7.8.1 Substitution
- 7.7.8.2 Preparation
- 7.7.8.3 Requirements
- + 7.7.9 Additional testing of partial-penetration...
- 7.7.9.1 Procedure
- 7.7.9.2 Requirements
- 7.7.10 Pipe-to-pipe weld tension test — Enginee...
- + 7.8 Arc and gas welding — Qualification of weld...
- + 7.8.1 General
- 7.8.1.1 Qualification requirements
- 7.8.1.2 Considerations
- 7.8.1.3 Test requirements
- 7.8.1.4 Partial-penetration butt welds
- 7.8.1.5 Fillet welds
- 7.8.1.6 Components
- + 7.8.2 Qualification range
- 7.8.2.1 Arc welders
- Table 7.6
- Table 7.7
- 7.8.2.2 Branch connections
- 7.8.2.3 Fillet welds
- 7.8.2.4 Alternative qualification
- 7.8.2.5 Weld position
- 7.8.2.6 Oxy-fuel welders
- + 7.8.3 Special qualification — Butt welds
- 7.8.3.1 Specific weld pass
- 7.8.3.2 Acceptability
- 7.8.4 Visual inspection
- 7.8.5 Qualification of welders by visual and no...
- + 7.8.6 Retests
- 7.8.6.1 Invalid test
- 7.8.6.2 Test failure
- 7.8.7 Records of qualified welders
- + 7.9 Arc and gas welding — Production welding
- + 7.9.1 General
- 7.9.1.1 Considerations
- 7.9.1.2 Tack welds not incorporated
- 7.9.1.3 Seal welds
- 7.9.1.4 Welding using qualified welders
- 7.9.2 Alignment and root gap
- 7.9.3 Grounding
- 7.9.4 Use of line-up clamps — Butt welds
- 7.9.5 Relative movement
- 7.9.6 Bevelled ends
- + 7.9.7 Weather conditions
- 7.9.7.1 Considerations
- 7.9.7.2 Ambient conditions
- 7.9.8 Clearance
- 7.9.9 Cleaning between beads
- + 7.9.10 Position welding
- 7.9.10.1 Pipe movement and clearance
- 7.9.10.2 Weld bead sequence
- 7.9.10.3 Cleaning
- + 7.9.11 Roll welding
- 7.9.11.1 Considerations
- 7.9.11.2 Filler and finish beads
- 7.9.12 Identification of welds
- + 7.9.13 Seal welding
- 7.9.13.1 Preparation
- 7.9.13.2 Coverage for threads
- 7.9.13.3 Low-hydrogen welding practices
- + 7.9.14 Preheating, interpass temperature contro...
- 7.9.14.1 Thermal controls
- 7.9.14.2 Dissimilar materials
- 7.9.14.3 Preheating methods
- 7.9.14.4 Verification of preheating
- 7.9.14.5 Interpass temperature
- 7.9.14.6 Weld cooling rate
- + 7.9.15 Stress relieving
- 7.9.15.1 Requirements
- 7.9.15.2 Requirements for stress relieving in w...
- 7.9.15.3 Temperature range
- 7.9.15.4 Methods and procedures
- 7.9.15.5 Requirements
- 7.9.15.6 Application
- 7.9.15.7 Heat sources
- 7.9.15.8 Temperature monitoring
- + 7.10 Arc and gas welding — Inspection and testi...
- + 7.10.1 General
- 7.10.1.1 Inspector competency
- 7.10.1.2 Methods
- 7.10.1.3 Visual inspection of ultrasonically in...
- 7.10.1.4 Right of inspection and testing
- + 7.10.2 Visual inspection
- 7.10.2.1 Completed welds
- 7.10.2.2 Surface imperfections
- 7.10.2.3 Reporting
- 7.10.2.4 Retention of records
- + 7.10.3 Mandatory nondestructive inspection
- 7.10.3.1 Extent and frequency
- 7.10.3.2 (Deleted)
- 7.10.3.2 Partial-penetration butt welds
- + 7.10.4 Nondestructive inspection
- 7.10.4.1 Methods
- 7.10.4.2 Procedures
- 7.10.4.3 Evaluation of results
- 7.10.4.4 Alternative evaluation of results
- 7.10.4.5 Qualification for personnel performing...
- + 7.10.5 Destructive testing
- 7.10.5.1 General
- 7.10.5.2 Trepanning
- + 7.11 Materials and equipment for radiographic i...
- 7.11.1 Production and storage of radiographic i...
- 7.11.2 Procedure
- 7.11.3 Radiation sources
- + 7.11.4 Imaging media
- 7.11.4.1 Classification and requirements for ra...
- 7.11.4.2 Alternative imaging media
- 7.11.5 Screens
- + 7.11.6 Image quality indicators
- 7.11.6.1 Use and conformity
- 7.11.6.2 Use of shim for weld reinforcement
- 7.11.7 Comparator shims
- Table 7.8
- Table 7.9
- + 7.12 Production of radiographs
- 7.12.1 Radiation source location
- + 7.12.2 Geometric relationship
- 7.12.2.1 Positioning of image media
- 7.12.2.2 Radiation source and imaging media dis...
- 7.12.2.3 Radiation sources offset and elliptica...
- 7.12.2.4 Elliptical double-wall viewing techniq...
- 7.12.3 Size of radiation field
- + 7.12.4 Location of image quality indicators
- 7.12.4.1 Panoramic single-wall exposure techniq...
- 7.12.4.2 IQIs in double-wall exposure, single-w...
- 7.12.4.3 IQI for double-wall exposure elliptica...
- 7.12.4.4 IQI adjacent to repaired welds
- 7.12.4.5 Placement of IQIs
- + 7.12.5 Radiographic image identification marker...
- 7.12.5.1 Marking of radiographic images
- 7.12.5.2 Placement of markers
- 7.12.5.3 Weld joint marker records
- + 7.12.6 Processing of radiographic images
- 7.12.6.1 General
- 7.12.6.2 Image defects
- 7.12.6.3 Film density
- 7.12.6.4 Definition of the IQI image
- 7.12.6.5 Film-viewing illuminators
- + 7.12.7 Radiation protection
- 7.12.7.1 Exposure safety and precautions
- 7.12.7.2 Area survey and hazard limits
- + 7.12.8 Radiographers
- 7.12.8.1 Qualification requirements
- 7.12.8.2 Review of qualifications
- 7.12.9 Retention of radiographic records
- + 7.13 Additional requirements for non-film radio...
- 7.13.1 Methods
- + 7.13.2 Techniques
- 7.13.2.1 Image quality indicators
- Figure 7.15
- 7.13.2.2 Geometric unsharpness and spatial reso...
- Table 7.10
- 7.13.2.3 Signal to noise ratio
- 7.13.2.4 Grey value
- 7.13.2.5 Pixel loss or plate damage
- 7.13.2.6 Measurements
- 7.13.2.7 Data storage
- 7.13.3 Reporting requirements
- + 7.14 Standards of acceptability for nondestruct...
- + 7.14.1 General
- 7.14.1.1 Applicability
- 7.14.1.2 Rights of rejection
- 7.14.1.3 Partial-penetration butt welds
- 7.14.2 Weld crown
- Table 7.11
- 7.141.3 Incomplete penetration of the root bead...
- Figure 7.16
- 7.14.4 Incomplete fusion
- + Figure 7.17
- 7.14.5 Internal concavity
- + Figure 7.18
- + 7.14.6 Undercut
- 7.14.6.1 Definition and characteristics
- 7.14.6.2 Acceptance criteria for length
- 7.14.6.3 Acceptance criteria for depth
- + Figure 7.19
- 7.14.7 Incomplete fusion due to cold lap
- + Figure 7.20
- 7.14.8 Lack of cross-penetration
- + Figure 7.21
- + 7.14.9 Elongated slag inclusions
- 7.14.9.1 General
- 7.14.9.2 Pipes and components 60.3 mm OD and la...
- 7.14.9.3 Pipes and components smaller than 60.3...
- 7.14.10 Hollow bead
- + Figure 7.22
- + 7.14.11 Burn-through areas
- 7.14.11.1 General
- 7.14.11.2 Measurement of length
- 7.14.11.3 Pipes and components 60.3 mm OD and l...
- 7.14.11.4 Pipe and components smaller than 60.3...
- + 7.14.12 Isolated slag inclusions
- 7.14.12.1 General
- 7.14.12.2 Pipes and components 60.3 mm OD and l...
- 7.14.12.3 Pipes and components 60.3 mm OD and s...
- 7.14.13 Spherical porosity
- Table 7.12
- Figure 7.22 a)
- Figure 7.22 b)
- Figure 7.22 c)
- 7.14.14 Wormhole porosity
- + 7.14.15 Cracks, arc burns, and copper contamina...
- 7.14.15.1 Crack indications
- 7.14.15.2 Arc burn indications
- 7.14.15.3 Copper contamination
- 7.14.16 Unequal leg length — Fillet welds
- + 7.14.17 Accumulation of imperfections
- 7.14.17.1 Cumulative length restrictions
- 7.14.17.2 Partial-penetration welds
- 7.14.18 Weld conditions limiting radiographic i...
- + 7.15 Ultrasonic inspection of circumferential b...
- 7.15.1 Methods
- 7.15.2 Terminology
- + 7.15.3 General
- 7.15.3.1 Procedure and terminology
- 7.15.3.2 Weld metal and heat affected zone
- 7.15.3.3 Measurement of imperfection length
- 7.15.3.4 Imperfection height
- 7.15.4 Equipment and supplies — General
- + 7.15.5 Equipment and supplies — Additional requ...
- 7.15.5.1 Pitch-catch transmission mode
- 7.15.5.2 Display of imperfection positions
- 7.15.5.3 Monitoring acoustic coupling
- 7.15.5.4 Maximum temperature differential
- 7.15.5.5 Accuracy and resolution
- 7.15.5.6 Performance of search units
- 7.15.6 Qualification of ultrasonic inspectors
- + 7.15.7 Calibration
- 7.15.7.1 Calibration block and reflectors
- 7.15.7.2 Evaluation of welds using calibration ...
- 7.15.7.3 Identification and record keeping of c...
- 7.15.7.4 System calibration and interval checks...
- + 7.15.8 Inspection procedure for production weld...
- 7.15.8.1 General
- 7.15.8.2 Distance amplitude correction curve fo...
- 7.15.8.3 Materials less than 6.0 mm wall thickn...
- + 7.15.9 Mechanized inspection of production weld...
- 7.15.9.1 Interpreting system output and positio...
- 7.15.9.2 Marking circumferential distance refer...
- 7.15.9.3 Sensitivity and recalibration
- 7.15.9.4 Temperature differential verification ...
- 7.15.9.5 Validation of circumferential position...
- 7.15.9.6 Verification of recording gate positio...
- 7.15.9.7 Examination and maintenance of search ...
- 7.15.9.8 Reinspection and supplementary manual ...
- + 7.15.10 Standards of acceptability for ultrason...
- 7.15.10.1 Applicability
- 7.15.10.2 Rights of rejection
- 7.15.10.3 Standards of acceptability
- 7.15.10.3.1 General
- 7.15.10.3.2 Linear surface indications
- 7.15.10.3.3 Linear buried indications
- 7.15.10.3.4 Transverse indications
- 7.15.10.3.5 Volumetric cluster indications
- 7.15.10.3.6 Volumetric root indications
- 7.15.10.3.7 Accumulation of indications
- 7.15.10.4 Weld conditions limiting ultrasonic i...
- + 7.15.11 Ultrasonic inspection reports and recor...
- 7.15.11.1 General
- 7.15.11.2 Individual weld inspection records
- 7.15.11.3 Log books and records
- 7.15.11.4 Evaluation and reporting
- 7.15.11.5 Records
- + 7.16 Disposition of defective welds
- 7.16.1 General
- 7.16.2 Assessment of unacceptable welds
- + 7.11 Arc and gas welding — Standards of accepta...
- + 7.11.1 General (Moved)
- 7.11.1.1 Applicability (Moved)
- 7.11.1.2 Rights of rejection (Moved)
- 7.11.1.3 Partial-penetration butt welds (Moved)...
- 7.11.2 Weld crown (Moved)
- + Table 7.8 (Moved)
- 7.11.3 Incomplete penetration of the root bead ...
- + Figure 7.15 (Moved)
- 7.11.4 Incomplete fusion (Moved)
- + Figure 7.16 (Moved)
- 7.11.5 Internal concavity (Moved)
- + Figure 7.17 (Moved)
- + 7.11.6 Undercut (Moved)
- 7.11.6.1 (Moved)
- 7.11.6.2 (Moved)
- 7.11.6.3 (Moved)
- + Figure 7.18 (Moved)
- 7.11.7 Incomplete fusion due to cold lap (Moved...
- + Figure 7.19 (Moved)
- 7.11.8 Lack of cross-penetration (Moved)
- + Figure 7.20 (Moved)
- + 7.11.9 Elongated slag inclusions (Moved)
- 7.11.9.1 (Moved)
- 7.11.9.2 (Moved)
- 7.11.9.3 (Moved)
- 7.11.10 Hollow bead (Moved)
- + Figure 7.21 (Moved)
- + 7.11.11 Burn-through areas (Moved)
- 7.11.11.1 (Moved)
- 7.11.11.2 (Moved)
- 7.11.11.3 (Moved)
- 7.11.11.4 (Moved)
- + 7.11.12 Isolated slag inclusions (Moved)
- 7.11.12.1 (Moved)
- 7.11.12.2 (Moved)
- 7.11.12.3 (Moved)
- 7.11.13 Spherical porosity (Moved)
- Table 7.9 (Moved)
- Figure 7.22 a) (Moved)
- Figure 7.22 b) (Moved)
- + Figure 7.22 c) (Moved)
- 7.11.14 Wormhole porosity (Moved)
- + 7.11.15 Cracks and arc burns (Moved)
- 7.11.15.1 (Moved)
- 7.11.15.2 (Moved)
- 7.11.16 Unequal leg length — Fillet welds (Move...
- + 7.11.17 Accumulation of imperfections (Moved)
- 7.11.17.1 (Moved)
- 7.11.17.2 (Moved)
- 7.11.18 Weld conditions limiting radiographic i...
- + 7.16.3 Repair of welds containing repairable de...
- 7.16.3.1 Partial-penetration butt welds
- 7.16.3.2 Authorization for repairs
- 7.16.3.3 Removal of defects in preparation for ...
- 7.16.3.4 Preheating guidelines
- 7.16.3.5 Length of repair welds
- 7.16.3.6 Removal of arc burns in weld areas
- 7.16.3.7 Removal of cracks in circumferential b...
- 7.16.3.8 Removal of copper contamination
- 7.16.3.9 Inspection and removal of repaired wel...
- 7.16.3.10 Determining acceptability of repaired...
- + 7.13 Arc and gas welding — Materials and equipm...
- 7.13.1 General (Moved)
- 7.13.2 Radiographic procedure (Moved)
- 7.13.3 Radiation sources (Moved)
- + 7.13.4 Imaging media (Moved)
- 7.13.4.1 (Moved)
- 7.13.4.2 (Moved)
- 7.13.5 Screens (Moved)
- + 7.13.6 Image quality indicators (Moved)
- 7.13.6.1 (Moved)
- 7.13.6.2 (Moved)
- 7.13.7 Comparator shims (Moved)
- Table 7.10 (Moved)
- Table 7.11 (Moved)
- + 7.14 Arc and gas welding — Production of radiog...
- 7.14.1 Radiation source location (Moved)
- + 7.14.2 Geometric relationship (Moved)
- 7.14.2.1 (Moved)
- 7.14.2.2 (Moved)
- 7.14.2.3 (Moved)
- 7.14.2.4 (Moved)
- 7.14.3 Size of radiation field (Moved)
- + 7.14.4 Location of image quality indicators (Mo...
- 7.14.4.1 (Moved)
- 7.14.4.2 (Moved)
- 7.14.4.3 (Moved)
- 7.14.4.4 (Moved)
- 7.14.4.5 (Moved)
- + 7.14.5 Radiographic image identification marker...
- 7.14.5.1 (Moved)
- 7.14.5.2 (Moved)
- 7.14.5.3 (Moved)
- + 7.14.6 Processing of radiographic images (Moved...
- 7.14.6.1 General (Moved)
- 7.14.6.2 Image defects (Moved)
- 7.14.6.3 Film density (Moved)
- 7.14.6.4 Definition of the IQI image (Moved)
- 7.14.6.5 Film-viewing illuminators (Moved)
- + 7.14.7 Radiation protection (Moved)
- 7.14.7.1 (Moved)
- 7.14.7.2 (Moved)
- + 7.14.8 Radiographers (Moved)
- 7.14.8.1 (Moved)
- 7.14.8.2 (Moved)
- 7.14.9 Retention of radiographic records (Moved...
- + 7.15 Arc and gas welding — Ultrasonic inspectio...
- 7.15.1 Methods (Moved)
- 7.15.2 Terminology (Moved)
- + 7.15.3 General (Moved)
- 7.15.3.1 (Moved)
- 7.15.3.2 (Moved)
- 7.15.3.3 (Moved)
- 7.15.3.4 (Moved)
- 7.15.4 Equipment and supplies — General (Moved)...
- + 7.15.5 Equipment and supplies — Additional requ...
- 7.15.5.1 (Moved)
- 7.15.5.2 (Moved)
- 7.15.5.3 (Moved)
- 7.15.5.4 (Moved)
- 7.15.5.5 (Moved)
- 7.15.5.6 (Moved)
- 7.15.6 Qualification of ultrasonic inspectors (...
- + 7.15.7 Calibration (Moved)
- 7.15.7.1 (Moved)
- 7.15.7.2 (Moved)
- 7.15.7.3 (Moved)
- 7.15.7.4 (Moved)
- + 7.15.8 Inspection procedure for production weld...
- 7.15.8.1 (Moved)
- 7.15.8.2 (Moved)
- 7.15.8.3 (Moved)
- + 7.15.9 Inspection procedure for production weld...
- 7.15.9.1 (Moved)
- 7.15.9.2 (Moved)
- 7.15.9.3 (Moved)
- 7.15.9.4 (Moved)
- 7.15.9.5 (Moved)
- 7.15.9.6 (Moved)
- 7.15.9.7 (Moved)
- 7.15.9.8 (Moved)
- + 7.15.10 Standards of acceptability for ultrason...
- 7.15.10.1 Applicability (Moved)
- 7.15.10.2 Rights of rejection (Moved)
- 7.15.10.3 Standards of acceptability (Moved)
- 7.15.10.3.1 General (Moved)
- 7.15.10.3.2 Linear surface indications (Moved)
- 7.15.10.3.3 Linear buried indications (Moved)
- 7.15.10.3.4 Transverse indications (Moved)
- 7.15.10.3.5 Volumetric cluster indications (Mov...
- 7.15.10.3.6 Volumetric root indications (Moved)...
- 7.15.10.3.7 Accumulation of indications (Moved)...
- 7.15.10.4 Weld conditions limiting ultrasonic i...
- 7.15.11 Ultrasonic inspection reports and recor...
- 7.15.11.1 (Moved)
- 7.15.11.2 (Moved)
- 7.15.11.3 (Moved)
- 7.15.11.4 (Moved)
- 7.15.11.5 (Moved)
- + 7.17 Mechanical interference fit joints
- + 7.17.1 General
- 7.17.1.1 Joining of steel pipe
- 7.17.1.2 Strength requirements
- 7.17.1.3 Length of straight pipe adjacent to a ...
- + 7.17.2 Qualification of joining procedure speci...
- 7.17.2.1 General
- 7.17.2.2 Weather conditions
- + 7.17.3 Qualification of operators
- 7.17.3.1 Joining operators
- 7.17.3.2 End preparation operators
- 7.17.3.3 Operator qualification records
- + 7.17.4 Inspection procedures
- 7.17.4.1 General
- 7.17.4.2 Design specifications
- + 7.18 Welding on in-service piping
- + 7.18.1 General
- 7.18.1.1 Requirements
- 7.18.1.2 Definition
- 7.18.1.3 Cooling rates
- 7.18.1.4 Qualification of welding procedure spe...
- + 7.18.2 Fillet welds and branch connection welds...
- 7.18.2.1 Prevention of hydrogen-induced crackin...
- 7.18.2.2 Qualification of welding procedures an...
- 7.18.2.3 Welding electrodes
- 7.18.2.4 Carbon equivalent
- 7.18.2.5 Electrode diameter for direct depositi...
- 7.18.2.6 Tempering of weld beads
- 7.18.3 Essential changes for qualification of w...
- Table 7.13
- + 7.18.4 Fillet welds and branch connection welds...
- 7.18.4.1 Test specimens
- Table 7.14
- 7.18.4.2 Test procedure
- 7.18.4.3 Acceptance criteria
- + 7.18.5 Fillet welds and branch connection welds...
- 7.18.5.1 General
- 7.18.5.2 Hardness testing
- Figure 7.23 a)
- Figure 7.23 b)
- Figure 7.23 c)
- Figure 7.24
- + 7.18.6 Qualification of welding procedure speci...
- 7.18.6.1 Qualification of welders and welding p...
- 7.18.6.2 Nondestructive inspection
- 7.18.6.3 Number of test specimens
- Table 7.15
- 7.18.6.4 Test welds for welding procedure speci...
- 7.18.6.5 Evaluation and recording of remaining ...
- 7.18.6.6 Requirements for welders and welding p...
- 7.18.6.7 Test specimen location
- 7.18.6.8 Face-bend tests
- 7.18.6.9 Side-bend tests
- 7.18.6.10 Macroexamination and hardness tests
- Figure 7.25
- + 7.18.7 Nondestructive inspection of welds made ...
- 7.18.7.1 General
- 7.18.7.2 Direct deposition welds
- 7.18.7.3 Ultrasonic inspection
- 7.18.7.4 Alternative acceptance criteria
- 7.18.7.5 Qualification of nondestructive inspec...
- + 8 Pressure testing
- + 8.1 General
- 8.1.1 Scope
- 8.1.2 Requirements
- 8.1.3 Valve testing
- 8.1.4 Personnel competency
- 8.1.5 Liquid medium testing and piping protecti...
- 8.1.6 Requirements for welds joining piping exc...
- + 8.2 Safety during pressure tests
- 8.2.1 Pressure testing plan
- 8.2.2 Gaseous pressure-test medium safety measu...
- 8.2.3 Safety precautions for lines and equipmen...
- 8.2.4 Precautions to avoid ignition and fires
- 8.2.5 Visual inspection during testing
- 8.2.6 Pressure release after testing
- 8.3 Stainless steel piping and tubing
- + 8.4 Test-head assemblies
- 8.5.1 (Moved)
- 8.5.2 (Moved)
- 8.4.1 Welding and inspection requirements
- 8.5.4 (Moved)
- 8.4.2 Visual inspection
- 8.4.3 retention of records for reuseable test-h...
- 8.4.4 Marking of maximum working pressure
- + 8.5 Testing procedures and techniques
- 8.5.1 Contingency plans for alternative liquid ...
- 8.5.2 Cyclic testing restrictions
- 8.6.3 (Moved)
- 8.5.3 Pressure testing of mechanical interferen...
- 8.5.4 Cement-mortar lining
- 8.5.5 Gaseous medium leak test detection
- 8.5.6 Air and uncondensed gas displacement
- + 8.6 Piping to be operated at pressure greater t...
- + 8.6.1 Visual leak inspection in lieu of the lea...
- 8.7.1.1 (Moved)
- 8.7.1.2 (Moved)
- 8.7.1.3 (Moved)
- 8.7.1.4 (Moved)
- + 8.7.2 Pressure-test mediums (Moved)
- 8.7.2.1 (Moved)
- 8.7.2.2 (Moved)
- 8.7.2.3 (Moved)
- 8.7.2.4 (Moved)
- + 8.7.3 Minimum strength and leak test pressures ...
- 8.7.3.1 (Moved)
- 8.7.3.2 (Moved)
- + 8.7.4 Maximum strength and leak test pressures ...
- 8.7.4.1 (Moved)
- 8.7.4.2 (Moved)
- 8.7.4.3 (Moved)
- 8.7.4.4 (Moved)
- + 8.7.5 Duration of tests (Moved)
- 8.7.5.1 (Moved)
- 8.7.5.2 (Moved)
- 8.7.5.3 (Moved)
- 8.7.5.4 (Moved)
- + 8.7.6 Maximum operating pressures (Moved)
- 8.7.6.1 (Moved)
- 8.7.6.2 (Moved)
- 8.7.6.3 (Moved)
- 8.7.6.4 (Moved)
- + 8.6.2 Pressure-test measurements and records
- 8.6.2.1 Test success assessment
- 8.6.2.2 Reference instrument requirements
- 8.7.7.2 (Deleted)
- 8.6.2.3 Accuracy verification
- 8.6.2.4 Temperature recorders
- 8.6.2.5 Records for test section failures
- 8.6.2.6 Pressure test record preparation
- Table 8.1 (Moved)
- + 8.7 Piping intended to be operated at pressures...
- 8.7.1 Leak tests on gas piping
- 8.8.1 Strength and leak tests (Moved)
- 8.8.2 Pressure-test mediums (Moved)
- + 8.8.3 Minimum leak test pressures (Moved)
- 8.8.3.1 (Moved)
- 8.8.3.2 (Moved)
- + 8.8.4 Maximum leak test pressures (Moved)
- 8.8.4.1 (Moved)
- 8.8.4.2 (Moved)
- + 8.8.5 Duration of tests (Moved)
- 8.8.5.1 (Moved)
- 8.8.5.2 (Moved)
- 8.8.6 Maximum operating pressures (Moved)
- + 8.7.2 Pressure-test measurements and records
- 8.7.2.1 Test success assessment
- 8.7.2.2 Requirements
- 8.7.2.3 Accuracy
- 8.7.2.4 Records of test section failures
- 8.7.2.5 Pressure test records
- + 8.8 Leaks and ruptures during pressure tests
- 8.8.1 Leak repair and retest
- 8.8.2 Rupture repair and retest
- 8.8.3 Investigation
- 8.9 Disposal of pressure-test mediums
- + 8.10 Cleaning and drying
- 8.11.1 (Clause Number Deleted)
- 8.11.2 (Deleted)
- + 8.11 Tie-ins of tested sections
- 8.12.1 (Moved)
- 8.12.2 (Clause Number Deleted)
- + 9 Corrosion control
- + 9.1 General
- 9.1.1 Scope
- 9.1.2 Underground steel tanks
- 9.1.3 Procedures
- 9.1.4 Protection from atmospheric external corr...
- 9.1.5 Inspection of exposed piping
- 9.1.6 Cathodic protection for existing coated p...
- 9.1.7 Corrosion on existing bare pipe
- 9.1.8 External coating of buried or submerged p...
- 9.1.9 General requirements for buried or submer...
- + 9.2 Selection of external coatings for buried o...
- 9.2.1 Evaluations and selections
- 9.2.2 Evaluation factors
- 9.2.3 Contour change considerations
- 9.2.4 System requirements
- 9.2.5 Testing of coating systems
- 9.2.6 Evaluation of test results
- 9.2.7 Testing and evaluation of alternative sys...
- Table 9.1
- 9.2.8 Requirements for abrasion, foam insulatio...
- + 9.3 Application and inspection of external coat...
- 9.3.1 Coating material and procedure qualificat...
- + 9.3.2 Coating application standards
- 9.3.2.1
- 9.3.2.2
- 9.3.2.3
- 9.3.2.4
- + 9.3.3 Applied coating inspection
- 9.3.3.1
- 9.3.3.2
- 9.3.3.3
- 9.3.4 Applied coating inspection delayed
- 9.3.5 Applied coating repairs
- 9.3.6 Applied coating performance
- 9.3.7 Protection of applied coating from weld s...
- 9.3.8 Coating of bare piping
- + 9.3.9 Repair, maintenance, and tie-in coating a...
- 9.3.9.1
- 9.3.9.2
- + 9.4 Storage, handling, transportation, and inst...
- 9.4.1 Protection of applied coating
- + 9.4.2 Assessment of applied coating after stora...
- 9.4.2.1
- 9.4.2.2
- 9.4.2.3
- 9.4.2.4
- 9.4.3 Assessment of systemic applied coating is...
- 9.4.4 Assessment of Applied Coating after Trenc...
- + 9.5 Cathodic protection — Design and installati...
- 9.5.1 New piping
- 9.5.2 Systems current requirements
- 9.5.3 Electrical equipment requirements
- + 9.6 Electrical isolation
- 9.6.1 Insulating devices for electrical isolati...
- 9.6.2 Electrical contact between metallic struc...
- 9.6.3 Galvanic action prevention
- + 9.7 Electrical interference
- 9.7.1 Direct current
- 9.7.2 Alternating current and lightning
- + 9.8 Corrosion control test stations
- 9.8.1 Methods of attachment
- 9.8.2 Test station placement
- 9.8.3 Attachment requirements
- 9.8.4 Attachment locations
- 9.8.5 Attachment procedures
- 9.8.6 Pipe thickness for welded attachments
- 9.8.7 Thermite welding
- 9.8.8 Test lead wire size
- 9.8.9 Test lead wire and attachment coatings
- 9.8.10 Test lead wire identification
- + 9.9 Operation and maintenance of impressed curr...
- 9.9.1 Verification of satisfactory operation
- 9.9.2 Cathodic protection criteria verification...
- 9.9.3 Survey operation documentation
- 9.9.4 Survey data documentation
- 9.9.5 Monitoring program effectiveness
- + 9.10 Internal corrosion control
- 9.10.1 Susceptibility to internal corrosion
- 9.10.2 Mitigation
- + 9.10.3 Monitoring
- 9.10.3.1
- 9.10.3.2
- + 9.10.4 Corrosion and corrosion control related ...
- 9.10.4.1 Supplemental mitigation requirements
- 9.10.4.2 Mitigation and monitoring program
- 9.10.4.3 Design and sizing of pigs
- 9.11 Corrosion control records
- + 10 Operating, maintenance, and upgrading
- + 10.1 Engineering assessments of existing pipeli...
- 10.1.1 Requirements
- 10.1.2 Inspection, testing, and assumptions
- + 10.2 Safety
- 10.2.1 Training programs
- 10.2.2 Employee information
- 10.2.3 Supervisor responsibility
- 10.2.4 Hazards
- 10.2.5 Security
- + 10.2.6 Work sites
- 10.2.6.1 Personnel requirements
- 10.2.6.2 Escape routes
- + 10.2.7 Firefighting and special equipment
- 10.2.7.1 Assessment
- 10.2.7.2 Maintenance
- 10.2.8 In-service pipelines
- + 10.2.9 Additional precautions for pipeline syst...
- 10.2.9.1 Training
- 10.2.9.2 Protective clothing and equipment requ...
- 10.2.9.3 Leaks and hazardous conditions
- 10.2.9.4 Investigating suspected pipeline leaks...
- 10.2.9.5 Special precautions in high population...
- 10.2.10 Fluids containing H2S
- 10.2.11 Carbon dioxide pipelines and gas pipeli...
- 10.2.12 Steam distribution pipelines
- 10.2.13 Hydrogen and hydrogen blend pipeline sy...
- + 10.3 Integrity of pipeline systems
- 10.3.1 Integrity management program
- + 10.3.2 Integrity of existing pipeline systems
- 10.3.2.1 Failure conditions
- 10.3.2.2 Measures to prevent failures
- 10.3.2.3 Operating above the established operat...
- 10.3.2.4 Operating outside design temperature r...
- 10.3.2.5 Operation and maintenance
- 10.3.2.6 Managing pipeline exposures
- + 10.3.3 Leak detection for sales quality liquid ...
- 10.3.3.1 Leak detection
- 10.3.3.2 Investigation of leaks
- + 10.3.4 Leak detection for gas pipeline systems
- 10.3.4.1 Surveys and analysis
- 10.3.4.2 Investigation of leaks
- 10.3.4.3 Periodic review
- + 10.3.5 Leak detection for other pipelines (excl...
- + 10.3.5.1 Leak detection program
- 10.3.5.1.1 Development of a leak detection prog...
- 10.3.5.1.2 Development
- 10.3.5.2 Investigation of leaks
- 10.3.5.3 Periodic review
- 10.3.6 Pipeline system incident investigations
- + 10.3.7 Change in service fluid
- 10.3.7.1 Engineering assessment
- 10.3.7.2 Measures for pipeline system suitabili...
- + 10.3.8 Upgrading to a higher maximum operating ...
- 10.3.8.1 Engineering assessment
- 10.3.8.2 Measures for pipeline system suitabili...
- 10.3.8.3 Pressure testing for suitable service
- 10.3.8.4 Pressure testing alternatives for gas ...
- + 10.3.9 Pressure testing existing piping
- 10.3.9.1 Engineering assessment objectives
- 10.3.9.2 Engineering assessment considerations
- 10.3.9.3 Pressure testing requirements
- 10.3.9.4 Exemption from pressure testing
- + 10.4 Records
- 10.4.1 General
- 10.4.2 Pipeline systems records
- + 10.4.3 Pipeline emergency records
- 10.4.3.1 Maintenance
- 10.4.3.2 Pipeline emergencies
- 10.4.4 Pipeline system incidents records
- 10.4.5 Pressure-test records
- + 10.5 Operating and maintaining pipeline systems...
- + 10.5.1 General
- 10.5.1.1 Operating and maintenance programs, pr...
- 10.5.1.2 Operating and maintenance procedures
- 10.5.1.3 Communication facilities
- + 10.5.2 Pipeline emergencies
- 10.5.2.1 Procedures
- 10.5.2.2 Consultation
- 10.5.2.3 Emergency response plan
- 10.5.2.4 Verifiable response capability
- + 10.5.3 Pipeline location identification
- 10.5.3.1 Installation
- 10.5.3.2 Location and spacing
- 10.5.3.3 Requirements
- 10.5.3.4 Alternative identification
- 10.5.3.5 (Deleted)
- 10.5.3.5 Water crossings
- 10.5.3.6 Marking and lighting of aerial pipelin...
- 10.5.3.7 Inspection and maintenance
- + 10.5.4 Signs at stations and other facilities
- 10.5.4.1 Operating company identification and n...
- 10.5.4.2 (Deleted)
- 10.5.4.2 Warning signs
- 10.5.4.3 Improper operation
- + 10.5.5 Ground disturbance
- 10.5.5.1 Exposing pipe
- 10.5.5.2 Visual markings
- 10.5.5.3 Communication and procedures
- 10.5.5.4 Pipe support
- 10.5.5.5 Examination and evaluation of exposed ...
- + 10.5.6 Odorization
- 10.5.6.1 Fuel gas odorization
- 10.5.6.2 Sampling and testing
- + 10.5.7 Precautions to avoid unintentional ignit...
- 10.5.7.1 Mitigation of hazards
- 10.5.7.2 Mitigating possible sources of ignitio...
- 10.5.8 Environmental effects
- + 10.6 Right-of-way inspection, monitoring, and m...
- 10.6.1 General
- + 10.6.2 Pipeline patrolling
- 10.6.2.1 Safety and operation
- 10.6.2.2 Frequency and timing
- 10.6.3 Vegetation control
- 10.6.4 Accessibility
- + 10.6.5 Crossings
- 10.6.5.1 Inspection and maintenance
- 10.6.5.2 Water crossings
- 10.6.5.3 Aerial crossings and supporting struct...
- 10.6.5.4 Temporary crossings
- 10.6.6 Exposed pipelines and facilities
- + 10.7 Change of class location
- 10.7.1 Pipelines built to earlier editions of C...
- Table 10.1
- 10.7.2 Requirements
- 10.7.3 Documentation
- 10.7.4 Engineering assessment
- + 10.7.5 Interim measures
- 10.7.6 (Deleted)
- 10.7.6 Corrective actions
- 10.7.7 Class location inspection requirements
- + 10.8 Crossings of existing pipelines
- 10.8.1 Roads or railways
- 10.8.2 Engineering assessment
- 10.8.3 Other crossings
- + 10.9 Operation and maintenance of facilities an...
- + 10.9.1 Compressor and pump stations
- 10.9.1.1 Compressor and pump units
- 10.9.1.2 Shutdown devices and systems
- 10.9.1.3 Corrosion
- 10.9.1.4 Isolation of equipment and piping for ...
- 10.9.1.5 Storage of fuels and lubricants
- + 10.9.2 Aboveground tanks and pressure vessels
- 10.9.2.1 Inspection, repair, alteration, and re...
- 10.9.2.2 Welded shell patch plates
- 10.9.2.3 Welded patch plates
- 10.9.2.4 Shell or shell-to-bottom repair and te...
- 10.9.2.5 Secondary containment
- 10.9.2.6 Emission control systems
- 10.9.2.7 Leak detection systems
- 10.9.2.8 Pressure vessels
- 10.9.2.9 Entry and cleaning
- 10.9.2.10 Out-of-service tanks and vessels
- + 10.9.3 Underground storage
- 10.9.3.1 Inspection and maintenance
- 10.9.3.2 Underground oil storage pipes
- 10.9.4 Pipe-type and bottle-type gas holders an...
- + 10.9.5 Pressure-control, pressure-limiting, and...
- 10.9.5.1 Adjustments for reduced operating pres...
- 10.9.5.2 Inspection and testing of overpressure...
- 10.9.5.3 Pressure-relieving systems
- 10.9.5.4 Rupture disks
- 10.9.5.5 Setting pressure-limiting and pressure...
- 10.9.5.6 Records
- + 10.9.6 Valves
- 10.9.6.1 Major valve positions
- 10.9.6.2 Annual inspection and operation
- 10.9.7 Vaults
- + 10.9.8 Quick opening closures and pig traps
- 10.9.8.1 Operating procedure
- 10.9.8.2 Inspection and maintenance
- + 10.9.9 Portable Fabricated Assembly
- 10.9.9.1 Records
- 10.9.9.2 Fitness for service
- 10.9.9.3 Procedures
- + 10.10 Evaluation of imperfections
- + 10.10.1 General
- 10.10.1.1 Evaluation
- 10.10.1.2 Imperfections in steel piping
- 10.10.1.3 Consideration of secondary stresses
- 10.10.1.4 Safe excavation and repair
- 10.10.1.5 Engineering assessment
- 10.10.1.6 Assessment of internal imperfections
- 10.10.1.7 External coating
- 10.10.1.8 Evaluation using ILI
- + 10.10.2 Corrosion imperfections in pipe
- 10.10.2.1 External corrosion
- 10.10.2.2 Acceptance criteria
- 10.10.2.3 Internal and external corrosion imper...
- 10.10.2.4 Electric resistance welded or flash w...
- 10.10.2.5 Corrosion assessment
- 10.10.2.5.1 Areas not located in dents
- 10.10.2.5.2 LVP and HVP pipelines
- 10.10.2.5.3 Limit states design
- 10.10.2.6 Methods for determining failure press...
- 10.10.2.7 Determination of corrosion defects
- + 10.10.3 Gouges, arc burns, and hard spots in pi...
- 10.10.3.1 Gouges in pipe
- 10.10.3.2 Arc burns in pipe
- 10.10.3.3 Hard spots in pipe
- Figure 10.1
- + 10.10.4 Dents in pipe
- 10.10.4.1 Inspection and measurement
- Figure 10.2
- 10.10.4.2 Defect criteria
- Figure 10.3
- 10.10.4.3 Engineering assessment
- 10.10.5 Pipe body surface cracks
- 10.10.6 Weld imperfections in field circumferen...
- 10.10.7 Weld imperfections in mill seam welds a...
- + 10.10.8 Ripples, wrinkles, and buckles in steel...
- 10.10.8.1 General
- Figure 10.4
- Figure 10.5
- Figure 10.6
- 10.10.8.2 Inspection, measuring, and monitoring...
- 10.10.8.3 Defect criteria
- Figure 10.7
- 10.10.8.4 Engineering assessment
- + 10.11 Permanent repair methods
- + 10.11.1 General
- 10.11.1.1 Pipeline cuts
- 10.11.1.2 Eliminating ignition sources during c...
- 10.11.1.3 External coatings
- 10.11.1.4 Repair of pipe leaks
- + 10.11.2 Grinding repairs
- 10.11.2.1 Grinding as a permanent repair
- 10.11.2.2 Procedures
- 10.11.2.3 Requirements
- 10.11.2.3.1 Metal loss limits
- 10.11.2.3.2 LVP and HVP pipelines
- 10.11.2.3.3 Limit states design
- 10.11.2.4 Failure pressure determination
- 10.11.2.5 Grinding limits
- 10.11.2.6 Grind defects
- 10.11.3 Piping replacements
- + 10.11.4 Repair sleeves for pipe
- 10.11.4.1 General requirements
- 10.11.4.2 Engineering assessments for certain p...
- 10.11.4.3 Steel reinforcement repair sleeves an...
- 10.11.4.4 Composite reinforcement repair sleeve...
- 10.11.4.5 Steel compression reinforcement repai...
- 10.11.5 Defect removal by hot tapping
- + 10.11.6 Direct deposition welding
- 10.11.6.1 Procedures
- 10.11.6.2 Surface preparation
- 10.11.6.3 Minimum repair length
- 10.11.6.4 Ultrasonic inspection
- + 10.12 Temporary repair methods
- + 10.12.1 General
- 10.12.1.1 Temporary repair
- 10.12.1.2 Inspection
- Table 10.2
- + 10.12.2 Composite reinforcement repair sleeves
- 10.12.2.1 Applicability
- 10.12.2.2 Performance requirements
- 10.12.2.3 (Deleted)
- + 10.13 Maintenance welding
- + 10.13.1 General
- 10.13.1.1 (Deleted)
- 10.13.1.2 (Clause Number Deleted)
- + 10.13.2 In-service piping
- 10.13.2.1 Requirements
- 10.13.2.2 Inspection prior to welding
- 10.13.2.3 Welder requirements
- 10.13.2.4 Safe pressure levels
- + 10.14 Pipeline hot taps
- + 10.14.1 General
- 10.14.1.1 Procedures
- 10.14.1.2 Reinforcement of welded branch connec...
- + 10.14.2 Pipe preparation
- 10.14.2.1 Branch-to-branch pipe welds and hot-t...
- 10.14.2.2 Reinforcement sleeves
- 10.14.2.3 Inspection
- + 10.14.3 Parameters
- 10.14.3.1 Welding procedures
- 10.14.3.2 Hot-tap operation and pressure testin...
- + 10.15 Deactivation and reactivation of piping
- + 10.15.1 Deactivation of piping
- 10.15.1.1 Procedures
- 10.15.1.2 Maintenance and records
- + 10.15.2 Reactivation of piping
- 10.15.2.1 Engineering assessment prior to react...
- 10.15.2.2 Corrective action
- + 10.16 Abandonment of pipelines, pipe-type stora...
- 10.16.1 General
- 10.16.2 Buried pipelines
- 10.16.3 Removal of related surface equipment
- 10.16.4 Aboveground pipelines
- 10.16.5 Pipeline related facilities
- 10.16.6 Underground vaults and closed top pits
- + 10.16.7 Aboveground tanks and pressure vessels
- 10.16.7.1 Isolation and safeguarding
- 10.16.7.2 Abandoned sites
- 10.16.7.3 Inspection and remediation of soil
- 10.16.8 Underground storage tanks
- 10.16.9 Records
- + 11 Offshore steel pipelines
- + 11.1 Applicability
- 11.1.1 Scope
- 11.1.2 Exclusions
- 11.1.3 Relationship to other clauses
- + 11.2 Design — General
- 11.2.1 Design basis
- 11.2.2 Protection against external hazards
- + 11.3 Design information
- 11.3.1 Pipeline route
- Figure 11.1
- Figure 11.2
- Figure 11.3
- Figure 11.4
- Figure 11.5
- + 11.3.2 Route survey and data acquisition
- 11.3.2.1
- 11.3.2.2
- 11.3.2.3
- 11.3.2.4
- 11.3.3 Pipeline operating conditions
- + 11.4 Design and load conditions
- 11.4.1 Design conditions
- 11.4.2 Load conditions
- 11.4.3 Application of load conditions
- + 11.5 Functional loads
- 11.5.1 Definition
- 11.5.2 Cyclic loads
- 11.5.3 Construction loads
- 11.5.4 Operating loads
- + 11.6 Environmental loads
- + 11.6.1 General
- 11.6.1.1
- 11.6.1.2
- 11.6.1.3
- 11.6.1.4
- 11.6.2 Wind forces
- 11.6.3 Hydrodynamic loads — General
- + 11.6.4 Wave-induced and current-induced hydrody...
- 11.6.4.1
- 11.6.4.2
- 11.6.4.3
- 11.6.4.4
- + 11.6.5 Loads due to ice conditions and regional...
- 11.6.5.1
- 11.6.5.2
- 11.6.5.3
- 11.6.5.4
- 11.6.5.5
- 11.6.5.6
- 11.6.5.7
- + 11.6.6 Seismic activity
- 11.6.6.1
- 11.6.6.2
- 11.6.6.3
- 11.6.7 Loads arising from marine growth
- + 11.6.8 Indirect environmental loads
- 11.6.8.1
- 11.6.8.2
- 11.6.9 Accidental loads
- + 11.7 Design analysis
- 11.7.1 Design principles
- 11.7.2 Simplified and advanced design methods
- 11.7.3 Alternate design methods
- 11.7.4 Nonlinear and residual effects
- 11.7.5 Static and dynamic load effects
- + 11.8 Design for mechanical strength
- + 11.8.1 Design criteria for installation
- 11.8.1.1
- 11.8.1.2
- 11.8.1.3
- 11.8.1.4
- + 11.8.2 Design criteria for pressure testing
- 11.8.2.1
- 11.8.2.2
- 11.8.2.3
- + 11.8.3 Design criteria for operation
- 11.8.3.1
- 11.8.3.2
- 11.8.3.3
- 11.8.3.4
- 11.8.3.5
- + 11.8.4 Determination of stresses
- 11.8.4.1
- 11.8.4.2
- 11.8.4.3
- 11.8.4.4
- 11.8.4.5
- 11.8.5 Pipe wall thickness specification
- + 11.8.6 Strain-based design
- 11.8.6.1
- 11.8.6.2
- Table 11.1
- 11.8.6.3
- + 11.8.7 Strain-based design criteria
- 11.8.7.1
- 11.8.7.2
- 11.8.7.3
- 11.8.7.4
- 11.9 Design for thermal expansion
- + 11.10 Design for on-bottom stability
- 11.10.1 General
- 11.10.2 Slopes
- 11.10.3 Vertical stability – Water-filled pipel...
- 11.10.4 Vertical stability – Gas-filled pipelin...
- 11.10.5 Shallow water wave loading
- 11.10.6 Transverse stability
- 11.10.7 Transverse and longitudinal stability
- 11.11 Design for fatigue life
- 11.12 Design for free spans, anchoring, and sup...
- + 11.13 Design for shore approaches
- 11.13.1 General
- 11.13.2 Frost heave
- 11.13.3 Thaw settlement and freeze-back
- + 11.14 Design for components
- 11.14.1 Restraints
- 11.14.2 Stress concentrations
- + 11.15 Design for crossings
- 11.15.1 Clearance
- 11.15.2 Electrical contact precautions
- + 11.16 Pipeline components and fabrication detai...
- + 11.16.1 General
- 11.16.1.1
- 11.16.1.2
- + 11.16.2 Supports, braces, anchors, and buckle a...
- 11.16.2.1
- 11.16.2.2
- 11.16.2.3
- 11.16.3 Mechanical connectors
- 11.16.4 Welded branch connections and reinforce...
- 11.16.5 Reducers
- + 11.16.6 Weight-coating
- 11.16.6.1
- 11.16.6.2
- 11.16.6.3
- 11.16.6.4
- 11.16.6.5
- 11.16.6.6
- 11.16.6.7
- 11.16.6.8
- 11.16.6.9
- 11.16.6.10
- 11.16.6.11
- 11.16.6.12
- 11.16.6.13
- 11.16.6.14
- 11.16.7 Thermal insulation
- + 11.17 Pipeline pressure control
- 11.17.1 Pressure-control
- 11.17.2 Overpressure protection
- 11.18 Leak detection
- 11.19 Emergency shutdown valve
- + 11.20 Materials
- + 11.20.1 General
- 11.20.1.1
- 11.20.1.2
- 11.20.1.3
- + 11.20.2 Pipe
- 11.20.2.1
- 11.20.2.2
- 11.20.2.3
- 11.20.2.4
- 11.20.2.5
- + 11.20.3 Fittings, flanges, and valves
- 11.20.3.1
- 11.20.3.2
- + 11.21 Installation
- + 11.21.1 General
- 11.21.1.1
- 11.21.1.2
- + 11.21.2 Transportation, handling, and storage o...
- 11.21.2.1
- 11.21.2.2
- 11.21.3 Ancillary equipment and specialty items...
- + 11.21.4 Installation procedures
- 11.21.4.1
- 11.21.4.2
- 11.21.4.3
- 11.21.4.4
- 11.21.4.5
- + 11.21.5 Installation inspection
- 11.21.5.1
- 11.21.5.2
- 11.21.5.3
- 11.21.5.4
- 11.21.5.5
- 11.21.5.6
- + 11.21.6 Repair of pipe and components prior to ...
- 11.21.6.1
- 11.21.6.2
- 11.21.6.3
- 11.21.6.4
- 11.21.6.5
- 11.21.7 Repair of pipelines after installation
- 11.21.8 As-built surveys
- 11.21.9 Commissioning
- + 11.22 Welding
- 11.22.1 General
- + 11.22.2 Qualification of welding procedures
- 11.22.2.1
- 11.22.2.2
- 11.22.2.3
- + 11.22.3 Testing of welded joints — Pipe butt we...
- 11.22.3.1
- 11.22.3.2
- 11.22.3.3
- + 11.22.4 Production welding
- 11.22.4.1
- 11.22.4.2
- 11.22.5 Underwater welding
- + 11.23 Mechanical connectors
- 11.23.1 Strength and movement requirements
- 11.23.2 Corrosion considerations
- + 11.24 Pressure testing
- 11.24.1 General
- 11.24.2 Testing of mechanical connector assembl...
- + 11.24.3 Test pressure
- 11.24.3.1
- 11.24.3.2
- 11.24.3.3
- 11.24.3.4
- 11.24.4 Pressure-test medium
- 11.24.5 Safety during pressure tests
- 11.24.6 Pressure-test records
- + 11.25 Corrosion control
- 11.25.1 General
- + 11.25.2 External corrosion control — Pipeline c...
- 11.25.2.1
- 11.25.2.2
- 11.25.3 External corrosion control — Cathodic p...
- + 11.25.4 Internal corrosion control
- 11.25.4.1
- 11.25.4.2
- 11.25.5 Maintenance of cathodic protection syst...
- 11.25.6 Records
- + 11.26 Operating and maintenance
- + 11.26.1 General
- 11.26.1.1
- 11.26.1.2
- + 11.26.2 Manual of operating procedures
- 11.26.2.1
- 11.26.2.2
- 11.26.2.3
- + 11.26.3 Contingency manual
- 11.26.3.1
- 11.26.3.2
- 11.26.3.3
- 11.26.3.4
- 11.26.4 Communication systems
- + 11.26.5 Inspection and patrolling of pipelines
- 11.26.5.1
- 11.26.5.2
- 11.26.5.3
- 11.26.5.4
- 11.26.5.5
- 11.26.5.6
- 11.26.6 Leak detection
- 11.26.7 Valves
- + 11.26.8 Control and safety devices
- 11.26.8.1
- 11.26.8.2
- + 11.26.9 Safety
- 11.26.9.1
- 11.26.9.2
- 11.26.9.3
- 11.26.10 Repair of pipelines
- 11.26.11 Records
- 11.26.12 Pipeline deactivation and reactivation...
- + 12 Gas distribution systems
- + 12.1 General
- 12.1.1 Scope
- Figure 12.1
- 12.1.2 Exclusions
- + 12.2 Applicability
- 12.2.1 General
- 12.2.2 Hydrogen and hydrogen blend distribution...
- 12.3 Gas containing hydrogen sulphide
- + 12.4 Design
- + 12.4.1 Steel piping
- 12.4.1.1
- 12.4.1.2
- 12.4.1.3
- 12.4.1.4
- + 12.4.2 Polyethylene (PE) piping — Design pressu...
- 12.4.2.1
- 12.4.2.2
- 12.4.2.3
- 12.4.2.4
- Table 12.1
- 12.4.2.5
- + 12.4.3 PE piping — Design limitations
- 12.4.3.1
- 12.4.3.2
- 12.4.3.3
- 12.4.3.4
- 12.4.3.5
- 12.4.3.6
- 12.4.3.7
- 12.4.4 PE piping — Design pressure of component...
- + 12.4.5 Copper pipe and tubing
- 12.4.5.1
- 12.4.5.2
- 12.4.5.3
- 12.4.5.4
- + 12.4.6 Plastic piping materials — Other than PE...
- 12.4.6.1 PVC piping systems
- 12.4.6.2 PA piping systems
- 12.4.6.3 Continuous length reinforced thermopla...
- 12.4.6.4 PEX piping systems
- + 12.4.7 Cover
- 12.4.7.1
- 12.4.7.2
- 12.4.7.3
- 12.4.7.4
- 12.4.7.5
- + 12.4.8 Pipelines within road and railway rights...
- 12.4.8.1 General
- 12.4.8.2 Within road rights-of-way
- 12.4.8.3 Within railway rights-of-way
- 12.4.8.4 Uncased railway crossings
- Table 12.2
- 12.4.9 Limitations on operating pressure — Gene...
- + 12.4.10 Limitations on operating pressure — Pip...
- 12.4.10.1
- 12.4.10.2
- 12.4.10.3
- + 12.4.11 Pressure control and overpressure prote...
- 12.4.11.1
- 12.4.11.2
- 12.4.11.3
- 12.4.11.4
- 12.4.11.5
- 12.4.11.6
- + 12.4.12 Distribution system valves — General
- 12.4.12.1
- 12.4.12.2
- + 12.4.13 Distribution system valves — Valve loca...
- 12.4.13.1
- 12.4.13.2
- 12.4.13.3
- 12.4.13.4
- 12.4.13.5
- + 12.4.14 Distribution system valves — Service sh...
- 12.4.14.1
- Table 12.3
- 12.4.14.2
- 12.4.14.3
- 12.4.14.4
- 12.4.14.5
- 12.4.14.6
- + 12.4.15 Customers’ meters and service regulator...
- 12.4.15.1
- 12.4.15.2
- 12.4.15.3
- 12.4.15.4
- 12.4.15.5
- 12.4.15.6
- 12.4.15.7
- Table 12.4
- 12.4.15.8
- 12.4.15.9
- 12.4.15.10
- + 12.4.16 Distribution systems within buildings
- 12.4.16.1
- 12.4.16.2
- + 12.4.17 Liquefied petroleum gas (LPG) pipeline ...
- 12.4.17.1
- 12.4.17.2
- 12.4.17.3
- 12.4.17.4
- 12.4.17.5
- + 12.5 Materials
- 12.5.1 General
- 12.5.2 Steel pipe, tubing, and components
- + 12.5.3 PE pipe, tubing, and components
- 12.5.3.1
- 12.5.3.2
- 12.5.3.3
- 12.5.3.4
- 12.5.3.5
- 12.5.3.6
- 12.5.4 Cast iron valves
- 12.5.5 PA piping systems
- 12.5.6 PEX piping systems
- 12.5.7 Records of materials
- + 12.6 Installation
- + 12.6.1 General
- 12.6.1.1
- 12.6.1.2
- 12.6.2 Steel piping
- 12.6.3 Ditch depth
- + 12.6.4 PE piping — General
- 12.6.4.1
- 12.6.4.2
- 12.6.4.3
- 12.6.4.4
- 12.6.4.5
- 12.6.4.6
- + 12.6.5 PE piping — Inspection and handling
- 12.6.5.1
- 12.6.5.2
- 12.6.5.3
- 12.6.5.4
- 12.6.5.5
- + 12.6.6 Polyethylene piping — Direct burial
- 12.6.6.1
- 12.6.6.2
- 12.6.6.3
- 12.6.6.4
- + 12.6.7 PE piping — Insertion in casing
- 12.6.7.1
- 12.6.7.2
- 12.6.7.3
- 12.6.8 PE piping — Bends and branches
- 12.6.9 Copper piping
- 12.6.10 Installation of service lines — Drainag...
- 12.6.11 Installation of service lines into or u...
- + 12.6.12 Installation of service lines — Additio...
- 12.6.12.1
- 12.6.12.2
- 12.6.12.3
- + 12.6.13 Trenchless installations
- 12.6.13.1
- 12.6.13.2
- 12.6.13.3
- 12.6.13.4
- 12.6.13.5
- 12.6.13.6
- 12.6.13.7
- 12.6.13.8
- + 12.7 Joining
- + 12.7.1 General
- 12.7.1.1
- 12.7.1.2
- 12.7.2 Steel pipe joints and connections — Esse...
- + 12.7.3 Steel pipe joints and connections — Qual...
- 12.7.3.1
- 12.7.3.2
- Table 12.5
- 12.7.3.3
- 12.7.3.4
- + 12.7.4 Steel pipe joints and connections — Insp...
- 12.7.4.1 General
- 12.7.4.2 Visual examination
- 12.7.4.3 Visual and nondestructive inspection
- Table 12.6
- 12.7.4.2 For pipelines operating at pressures o...
- 12.7.4.3 For pipelines operating at pressures a...
- 12.7.4.4 For pipelines operating at pressures a...
- 12.7.4.4 Disposition of defective welds
- + 12.7.5 Steel pipe joints and connections — Insp...
- 12.7.5.1 General (Deleted)
- 12.7.5.2 For pipelines operating at pressures o...
- 12.7.5.3 For pipelines operating at pressures a...
- 12.7.4.5 Leak inspection
- 12.7.6 Steel pipe joints and connections — Stee...
- + 12.7.7 PE joining procedures
- 12.7.7.1 General
- 12.7.7.2 Joining methods
- 12.7.7.3 Heat fusion procedures
- 12.7.7.4 Electrofusion procedures
- + 12.7.7.5 Mechanical joints procedure
- 12.7.7.5.1
- 12.7.7.5.2
- 12.7.7.5.3
- 12.7.7.6 Material compatibility
- 12.7.7.7 Alignment methods
- 12.7.7.8 Hydrocarbons contamination
- 12.7.7.3 (Moved)
- 12.7.7.4 (Moved)
- + 12.7.8 PE joining personnel – Qualification and...
- 12.7.8.1 Training instructors
- 12.7.8.2 Competency
- 12.7.8.3 Competency requirements
- 12.7.8.4 Competency documentation
- 12.7.8.5 Records maintenance
- 12.7.8.6 Assessment
- 12.7.8.7 Assessment requirements
- 12.7.8.8 Re-qualification frequency
- 12.7.8.1 (Moved)
- 12.7.8.2 (Moved)
- 12.7.8.3 (Moved)
- + 12.7.9 PE pipe joints and connections — Joining...
- 12.7.9.1 (Moved)
- 12.7.9.2 (Moved)
- 12.7.9.3 (Moved)
- 12.7.10 PE pipe joints and connections — Joinin...
- + 12.7.10.1 (Moved)
- 12.7.10.2 (Moved)
- 12.7.10.3 (Moved)
- + 12.7.9 Joints in copper pipe and tubing
- 12.7.9.1
- 12.7.9.2
- 12.7.9.3
- 12.7.9.4
- 12.7.9.5
- + 12.7.10 Service line connections
- 12.7.10.1
- 12.7.10.2
- 12.7.10.3
- 12.7.10.4
- 12.7.10.5
- + 12.8 Pressure testing
- + 12.8.1 Piping in distribution systems intended ...
- 12.8.1.1
- 12.8.1.2
- 12.8.1.3
- 12.8.1.4
- 12.8.1.5
- 12.8.1.6
- 12.8.1.7
- 12.8.2 Steel piping in distribution systems int...
- + 12.8.3 Piping within customers’ buildings
- 12.8.3.1
- Table 12.7
- 12.8.3.2
- + 12.8.4 PE piping
- 12.8.4.1
- 12.8.4.2
- 12.8.4.3
- 12.8.4.4
- 12.8.4.5
- 12.8.4.6
- 12.8.4.7
- 12.8.5 Test-head assemblies
- + 12.9 Corrosion control
- + 12.9.1 Steel piping
- 12.9.1.1
- 12.9.1.2
- + 12.9.2 Copper piping
- 12.9.2.1
- 12.9.2.2
- 12.9.3 Corrosion inspection
- + 12.10 Operating, maintenance, and upgrading
- 12.10.1 General
- 12.10.2 Marking of piping
- + 12.10.3 Distribution system maintenance
- 12.10.3.1
- 12.10.3.2
- 12.10.3.3
- 12.10.3.4
- 12.10.3.5
- + 12.10.4 Pressure recording for distribution sys...
- 12.10.4.1
- 12.10.4.2
- 12.10.5 Valve maintenance
- 12.10.6 Pressure-control, pressure-limiting, an...
- 12.10.7 Repair procedures for steel distributio...
- + 12.10.8 Maintenance welding
- 12.10.8.1
- 12.10.8.2
- + 12.10.9 Squeezing of PE, PEX, and PA pipe for p...
- 12.10.9.1
- 12.10.9.2
- + 12.10.10 Maintenance and repair requirements fo...
- 12.10.10.1 Repair procedures for PE, PEX, and P...
- 12.10.10.2 Repair methods for PE, PEX, and PA p...
- 12.10.10.3 Fusion patch repair method for PE, P...
- 12.10.10.4 PE, PEX, and PA repair patches
- 12.10.10.5 Mechanical full-encirclement repair ...
- 12.10.10.6 Corrosion considerations for metalli...
- 12.10.10.7 Effective procedures for repairing P...
- 12.10.11 Static electricity dissipation
- 12.10.12 Pressure upgrading of distribution pip...
- 12.10.13 Pipeline emergencies
- + 12.10.14 Damage prevention
- 12.10.14.1
- 12.10.14.2
- 12.10.14.3
- 12.10.14.4
- 12.10.15 Class location
- 12.10.16 Distribution incident reporting
- + 13 Reinforced composite, thermoplastic-lined, a...
- + 13.1 Reinforced composite pipelines
- + 13.1.1 General
- 13.1.1.1
- 13.1.1.2
- + 13.1.1.3
- 13.1.1.3.1
- 13.1.1.3.2
- 13.1.1.3.3
- 13.1.1.4
- + 13.1.2 Design
- 13.1.2.1
- 13.1.2.2
- 13.1.2.3 (Deleted)
- 13.1.2.3
- 13.1.2.4
- 13.1.2.5
- 13.1.2.6
- 13.1.2.7
- 13.1.2.8
- 13.1.2.9
- 13.1.2.10
- 13.1.2.11
- 13.1.2.12
- 13.1.2.13
- 13.1.2.14
- Table 13.1
- 13.1.2.15
- 13.1.2.16
- 13.1.2.17
- 13.1.2.18
- 13.1.2.19
- 13.1.2.20
- + 13.1.3 Materials
- 13.1.3.1
- 13.1.3.2
- 13.1.3.3
- 13.1.3.4
- + 13.1.4 Installation
- 13.1.4.1
- 13.1.4.2
- 13.1.4.3
- 13.1.4.4
- 13.1.4.5
- 13.1.4.6
- 13.1.4.7
- 13.1.4.8
- 13.1.4.9
- 13.1.4.10
- 13.1.4.11
- + 13.1.5 Joining
- 13.1.5.1
- 13.1.5.2
- 13.1.5.3
- 13.1.5.4
- Figure 13.1
- + 13.1.6 Joining personnel — Training and qualifi...
- 13.1.6.1
- 13.1.6.2
- 13.1.6.3
- 13.1.6.4
- 13.1.6.5
- 13.1.6.6
- 13.1.6.7
- + 13.1.7 Joining inspection
- 13.1.7.1
- 13.1.7.2
- + 13.1.8 Pressure testing
- 13.1.8.1
- 13.1.8.2
- 13.1.8.3
- 13.1.8.4
- 13.1.8.5
- 13.1.8.6
- 13.1.8.7
- + 13.1.9 Operation
- 13.1.9.1
- 13.1.9.2
- + 13.1.10 Pipeline repairs
- 13.1.10.1
- 13.1.10.2
- 13.1.10.3
- 13.1.10.4
- 13.1.10.5
- 13.1.11 Changes in service conditions
- 13.1.12 Deactivation or abandonment
- + 13.2 Thermoplastic-lined pipelines
- 13.2.1 General
- + 13.2.2 Design
- 13.2.2.1
- 13.2.2.2
- 13.2.2.3
- 13.2.2.4
- 13.2.2.5
- 13.2.2.6
- Figure 13.2
- 13.2.2.7
- 13.2.2.8
- 13.2.2.9
- 13.2.2.10
- 13.2.2.11
- 13.2.2.12
- 13.2.2.13
- 13.2.2.14
- 13.2.2.15
- + 13.2.3 Materials
- 13.2.3.1
- 13.2.3.2
- 13.2.3.3
- 13.2.3.4
- 13.2.3.5
- + 13.2.4 Installation
- 13.2.4.1
- 13.2.4.2
- 13.2.4.3
- + 13.2.5 Joining liners
- 13.2.5.1
- 13.2.5.2
- 13.2.5.3
- + 13.2.6 Flange connections
- 13.2.6.1
- 13.2.6.2
- 13.2.6.3
- + 13.2.7 Pressure testing
- 13.2.7.1
- 13.2.7.2
- 13.2.7.3
- 13.2.7.4
- + 13.2.8 Operation and maintenance
- 13.2.8.1
- 13.2.8.2
- 13.2.8.3
- 13.2.8.4
- 13.2.8.5
- 13.2.8.6
- 13.2.8.7
- + 13.3 PE pipelines
- + 13.3.1 General
- 13.3.1.1
- 13.3.1.2
- 13.3.1.3
- + 13.3.2 Design
- 13.3.2.1
- 13.3.2.2
- 13.3.2.3
- 13.3.2.4
- 13.3.2.5
- Table 13.2
- Table 13.3
- Table 13.4
- Table 13.5
- 13.3.2.6
- 13.3.2.7
- 13.3.2.8
- 13.3.2.9
- 13.3.2.10
- 13.3.2.11
- 13.3.2.12
- + 13.3.3 Materials
- 13.3.3.1 Manufacturing standards
- 13.3.3.2 Material requirements
- 13.3.3.2.1
- 13.3.3.2.2
- 13.3.3.3 UV protection
- 13.3.3.4 Sour service
- 13.3.3.5 Corrosion control
- 13.3.3.6 Corrosion control exemptions
- 13.3.3.7 Cathodic protection monitoring
- + 13.3.4 Installation
- 13.3.4.1
- 13.3.4.2
- 13.3.4.3
- 13.3.4.4
- 13.3.4.5
- 13.3.4.6
- 13.3.4.7
- 13.3.4.8
- + 13.3.5 Joining
- 13.3.5.1
- 13.3.5.2
- 13.3.5.3
- 13.3.5.4
- 13.3.5.5
- 13.3.5.6
- 13.3.5.7
- 13.3.5.8
- 13.3.5.9
- 13.3.5.10
- 13.3.5.11
- 13.3.5.12
- 13.3.5.13
- + 13.3.6 Joining personnel — Competency requireme...
- 13.3.6.1
- 13.3.6.2
- 13.3.6.3
- 13.3.6.4
- 13.3.6.5
- 13.3.6.6
- 13.3.6.7
- 13.3.6.8
- 13.3.6.9
- 13.3.6.10
- + 13.3.7 Joining inspection
- 13.3.7.1
- 13.3.7.2
- 13.3.7.3
- 13.3.7.4
- 13.3.7.5
- 13.3.7.6
- 13.3.7.7
- 13.3.7.8
- 13.3.7.9
- + 13.3.8 Pressure testing
- 13.3.8.1
- Table 13.6
- 13.3.8.2
- 13.3.8.3 (Deleted)
- 13.3.8.3
- 13.3.8.4
- 13.3.8.5
- + 13.3.9 Operation and maintenance
- 13.3.9.1
- 13.3.9.2
- 13.3.9.3
- 13.3.9.4
- 13.3.9.5
- 13.3.9.6
- 13.3.9.7
- 13.3.9.8
- 13.3.9.9
- + 14 Elevated temperature pipelines
- + 14.1 General
- 14.1.1 Scope
- Figure 14.1
- 14.1.2 Applicability
- 14.1.3 Multiple service pipelines
- 14.1.4 Alternate provisions
- 14.1.5 Definitions
- + 14.2 Design
- + 14.2.1 General
- 14.2.1.1
- 14.2.1.2
- 14.2.1.3
- 14.2.1.4
- 14.2.1.5
- 14.2.1.6
- 14.2.1.7
- 14.2.1.8
- 14.2.1.9
- 14.2.1.10
- + 14.2.2 Straight pipe under internal pressure
- 14.2.2.1
- 14.2.2.2
- 14.2.3 Pipe bends
- 14.2.4 Limits of calculated stresses due to sus...
- + 14.2.5 Expansion, flexibility, and support
- 14.2.5.1
- 14.2.5.2
- 14.2.6 Corrosion and erosion allowances
- 14.2.7 Wall thickness tolerance
- + 14.3 Materials
- + 14.3.1 General
- 14.3.1.1
- 14.3.1.2
- 14.3.1.3
- 14.3.1.4
- 14.3.1.5
- 14.3.1.6
- + 14.3.2 Material testing
- 14.3.2.1
- 14.3.2.2
- 14.3.2.3
- 14.3.2.4
- + 14.3.3 Fittings (excluding bends and transition...
- 14.3.3.1
- 14.3.3.2
- 14.3.3.3
- 14.3.3.4
- 14.3.3.5
- 14.3.3.6
- 14.3.3.7
- 14.3.3.8
- Table 14.1
- 14.3.3.9
- + 14.3.4 Flanges
- 14.3.4.1
- 14.3.4.2
- 14.3.4.3
- + 14.3.5 Non-standard flanges and clamp connector...
- 14.3.5.1
- 14.3.5.2
- 14.3.5.3
- + 14.3.6 Valves
- 14.3.6.1
- 14.3.6.2
- 14.3.6.3
- 14.3.6.4
- + 14.3.7 Transition pieces
- 14.3.7.1
- 14.3.7.2
- 14.3.8 Pipe bends — General
- + 14.3.9 Pipe bends — Qualification and productio...
- 14.3.9.1
- 14.3.9.2
- 14.3.9.3
- 14.3.9.4
- 14.3.9.5
- 14.3.9.6
- 14.3.10 Piping supports
- + 14.4 Joining
- 14.4.1 Mechanical interference fit joints
- 14.4.2 Welding
- 14.4.3 Butt welds between items of unequal thic...
- 14.4.4 Stress relieving
- + 14.5 Pressure testing
- 14.5.1 General
- 14.5.2 Strength test
- 14.5.3 Leak test
- 14.5.4
- 14.6 Corrosion control (Moved)
- + 14.7 Steam distribution pipelines — Operations ...
- 14.7.1 Procedures
- + 14.7.2 Start-up
- 14.7.2.1
- 14.7.2.2
- 14.7.3 Normal operation
- + 14.7.4 Shutdown
- 14.7.4.1
- 14.7.4.2
- 14.7.4.3
- 14.7.5 Personnel safety
- 14.7.6 Inspections
- 14.7.7 Corrosion control
- + 14.7.9 Repairs
- 14.7.9.1 General
- 14.7.9.2 Permanent Repair Methods
- 14.7.9.3 Temporary Repair Methods
- 14.7.10 Maintenance welding
- 14.7.11 Pipeline hot taps
- 14.7.12 Change management process
- 14.7.13 Changes in service conditions
- + 15 Aluminum piping
- 15.1 General
- + 15.2 Applicability
- 15.2.1 General provisions
- 15.2.2 Exclusions
- 15.2.3 Distribution systems
- 15.2.4 Hydrogen systems
- + 15.3 Design
- + 15.3.1 Pressure design for aluminum pipe
- 15.3.1.1 General
- 15.3.1.2 Design factor
- 15.3.1.3 Location factor
- 15.3.1.4 Circumferential factor
- 15.3.1.5 Temperature factor
- 15.3.1.6 Alloy factor
- Table 15.1
- Table 15.2
- Table 15.3
- + 15.3.2 Pressure design for components
- 15.3.2.1
- 15.3.2.2
- + 15.3.3 Piping joints
- 15.3.3.1
- 15.3.3.2
- 15.3.3.3
- 15.3.4 Aluminum properties
- Table 15.4
- 15.3.5 Uncased railway crossings
- 15.3.6 Effects on pipelines in proximity to low...
- + 15.4 Materials
- 15.4.1 Design temperatures
- 15.4.2 Notch toughness
- 15.4.3 Aluminum pipe and components
- Table 15.5
- + 15.5 Installation of aluminum piping
- 15.5.1 Bends and elbows
- 15.5.2 Attachment of test leads
- + 15.5.3 Storage and handling of aluminum pipe an...
- 15.5.3.1
- 15.5.3.2
- 15.5.3.3
- 15.5.4 Ambient temperature
- + 15.5.5 Burial of coiled aluminum pipe by plough...
- 15.5.5.1
- 15.5.5.2
- 15.5.5.3
- Table 15.6
- 15.5.5.4
- + 15.5.6 Plain dents
- 15.5.6.1
- 15.5.6.2
- 15.5.6.3
- + 15.6 Joining
- 15.6.1 General
- + 15.6.2 Arc welding
- 15.6.2.1
- 15.6.2.2
- + 15.6.3 High energy joining — General
- 15.6.3.1
- 15.6.3.2
- 15.6.4 High energy joining — Qualification of j...
- 15.6.5 High energy joining — Qualification of p...
- + 15.6.6 High energy joining — Inspection and tes...
- 15.6.6.1 Nondestructive inspection
- 15.6.6.2 Destructive testing
- 15.6.6.3 Pressure testing
- + 15.6.7 High energy joining — Production welding...
- 15.6.7.1 General
- 15.6.7.2 Weather conditions
- 15.6.7.3 Explosives
- + 15.6.8 High energy joining — Inspection and tes...
- 15.6.8.1
- 15.6.8.2
- 15.6.8.3
- 15.6.9 Mechanical interference fit joints
- + 15.7 Pressure testing
- 15.7.1 Exclusions
- 15.7.2 Pressure test medium
- 15.7.3 Alternate pressure test medium
- 15.7.4 Carbon dioxide service
- + 15.8 Corrosion control
- 15.8.1 Test lead attachment
- + 15.8.2 Installation of cathodic protection syst...
- 15.8.2.1
- 15.8.2.2
- 15.8.2.3
- + 15.8.3 Corrosive medium
- 15.8.3.1
- 15.8.3.2
- 15.8.3.3
- + 15.9 Operating, maintenance, and upgrading
- + 15.9.1 Evaluation of imperfections and repair o...
- 15.9.1.1
- 15.9.1.2
- 15.9.1.3
- 15.9.2 Maintenance welding
- + 15.9.3 Pipeline hot taps
- 15.9.3.1
- 15.9.3.2
- 15.9.3.3
- 15.9.3.4
- + 15.10 Sour service
- 15.10.1 General
- 15.10.2 Material properties
- 15.10.3 Exposure to iron sulphides
- 15.10.4 Location factor
- 15.10.5 Sectionalizing valves
- + 15.10.6 Nondestructive inspection
- 15.10.6.1
- 15.10.6.2
- 15.10.7 Integrity management program
- 15.10.8 Construction
- 15.10.9 Operating and maintenance
- 15.10.10 Records
- + 16 Sour service pipelines
- + 16.1 General
- 16.1.1 Scope
- 16.1.2 Exclusions
- + 16.2 Sour service — Specific definition
- 16.2.1 Applicability
- 16.2.2 General requirements
- 16.2.3 Requirements for multiphase pipeline sys...
- 16.2.4 Requirements for gas pipeline systems
- + 16.3 Design
- 16.3.1 Design parameters
- 16.3.2 Design information
- 16.3.3 Stress design
- 16.3.4 Anchors and restraints
- 16.3.5 Threaded joints
- 16.3.6 Pipe-type and bottle-type holders and pi...
- + 16.4 Materials
- 16.4.1 Environmental cracking
- + 16.4.2 Material provisions
- 16.4.2.1
- 16.4.2.2
- 16.4.2.3
- + 16.4.3 Marking
- 16.4.3.1
- 16.4.3.2
- 16.4.3.3
- 16.4.4 Nonferrous materials
- + 16.5 Construction
- 16.5.1 Deviations
- 16.5.2 Records
- 16.5.3 Inspection plan
- 16.5.4 Material deformation limitations
- + 16.6 Joining
- 16.6.1 Carbon equivalent
- 16.6.2 Change in carbon equivalent
- 16.6.3 Butt welds between items of unequal thic...
- 16.6.4 Weld hardness requirements
- 16.6.5 Deposited weld metal composition limitat...
- 16.6.6 Alignment
- 16.6.7 Preheat
- + 16.6.8 Repairs to weld defects
- 16.6.8.1
- 16.6.8.2
- + 16.7 Corrosion and corrosion control
- 16.7.1 Supplemental mitigation requirements (De...
- 16.7.1 Mitigation and monitoring program
- 16.7.2 Design and sizing of pigs
- + 16.8 Operating and maintenance
- 16.8.1 Procedures
- 16.8.2 Records
- 16.8.3 Repairs
- 16.8.4 Hydrogen charging
- 16.8.5 Direct deposition welding
- + 16.8.6 Imperfection limitations
- 16.8.6.2
- 16.8.7 Change management process
- 16.8.8 Changes in service conditions
- 16.8.9 Integrity management program
- + 16.9 Gas and multiphase pipeline systems
- 16.9.1 Additional requirements
- + 16.9.2 Design
- 16.9.2.1 Location factor for steel pipe
- 16.9.2.2 Design considerations
- 16.9.2.3 Sectionalizing valves
- + 16.9.3 Joining
- 16.9.3.1 Partial-penetration butt welds
- 16.9.3.2 Mandatory nondestructive inspection
- 16.9.3.3 Standards of acceptability for nondest...
- 16.9.4 Operating and maintenance
- + 16.10 Additional requirements for gas pipeline ...
- 16.10.1 General
- 16.10.2 Mechanical interference fit joints
- + 16.10.3 Start-up corrosion mitigation
- 16.10.3.1
- 16.10.3.2
- + 17 Hydrogen and hydrogen blend pipeline systems...
- 17.1 Scope
- 17.2 Applications not considered
- + 17.3 Safety and loss management system
- 17.3.1 General
- 17.3.2 Risk management
- 17.3.3 Engineering assessments
- + 17.4 Design
- 17.4.2 Temperature
- + 17.4.3 Design criteria
- 17.4.3.1 General
- 17.4.3.2 Class location assessment area
- + 17.4.3.3 Pressure design for steel pipe – Gener...
- 17.4.3.3.1 Limit states design of onshore pipel...
- 17.4.3.3.2 Design approach - General
- Figure 17.1
- 17.4.3.3.3 Design approach – Loading and dynami...
- 17.4.3.3.4 Design approach – Stress-based
- 17.4.3.3.5 Design approach – Engineering assess...
- 17.4.3.4 Pressure design for steel pipe – Locat...
- Table 17.1
- + 17.4.3.5 Pressure design for components – Gener...
- 17.4.3.5.1
- 17.4.3.5.2
- 17.4.3.6 Pressure design for components – Closu...
- 17.4.3.7 Pressure design for field bends, facto...
- 17.4.4 Selection and limitation of piping joint...
- + 17.4.5 Crossings
- 17.4.5.1 Casings
- 17.4.5.2 Crossings of roads and railways – Unca...
- 17.4.6 Requirements for pipelines in proximity ...
- + 17.4.7 Vaults
- 17.4.7.1 General
- 17.4.7.2 Vault ventilation
- 17.4.8 Pressure control and overpressure protec...
- 17.4.9 Odorization
- + 17.4.10 Design of pressure testing
- 17.4.10.1.2 Piping to be operated at pressure o...
- + 17.5 Materials
- + 17.5.1 Steel materials
- + 17.5.1.1 General
- 17.5.1.1.1 Steel pipe
- Table 17.2
- 17.5.1.1.2 Steel components, bolting and equipm...
- + 17.5.1.2 Requirements
- 17.5.1.2.1 Notch toughness
- Table 17.3
- 17.5.1.2.2 Hardness
- + 17.5.1.3 Additional requirements
- 17.5.1.3.1 General
- 17.5.1.3.2 Fracture toughness
- 17.5.1.3.3 Crack stability under static pressur...
- 17.5.1.3.4 Fatigue crack growth rate
- 17.5.1.3.5 Ductility
- 17.5.1.4 Welded mill-jointers
- 17.5.2 Other materials
- + 17.6 Transportation, handling, and installation...
- 17.6.1 Dents in pipe
- 17.6.2 Field cold bends
- + 17.7 Joining
- + 17.7.1 General
- 17.7.1.1 Butt welds between items of unequal th...
- 17.7.1.2 Alignment
- + 17.7.2 Arc and gas welding – Qualification of w...
- 17.7.2.1 Weld hardness requirements
- 17.7.2.2 Weld toughness requirements
- 17.7.2.2.1 Test method, specimen size and locat...
- 17.7.2.2.2 Retests
- 17.7.2.2.3 Acceptance criteria
- 17.7.3 Arc and gas welding – Inspection and tes...
- 17.7.4 Arc and gas welding – Standards of accep...
- 17.7.5 Arc and gas welding – Repair of welds co...
- 17.7.6 Welding on in-service piping
- 17.8 Pressure testing execution
- 17.9 Corrosion control
- + 17.10 Operating maintenance and upgrading
- + 17.10.1 Operating and maintenance procedures
- 17.10.1.1 General
- 17.10.1.2 Precautions to avoid unintentional ig...
- 17.10.1.2.1 Mitigation of hazards related to ga...
- 17.10.1.2.2 Mitigating possible sources of igni...
- 17.10.1.2.3 Flame stability during flaring oper...
- + 17.10.2 Integrity of pipeline systems
- 17.10.2.1 Leak detection for hydrogen and hydro...
- 17.10.2.2 Change of service fluid
- 17.10.2.3 Increase in maximum allowable amount ...
- + 17.10.3 Evaluation of imperfections
- 17.10.3.1 General
- 17.10.3.2 Dents in pipe
- 17.10.3.3 Hard spots in pipe
- + 17.10.4 Permanent repair methods
- 17.10.4.1 General
- 17.10.4.2 Direct deposition welding
- 17.10.5 Maintenance welding
- 17.11 Offshore steel pipelines
- + 17.12 Gas distribution systems
- 17.12.1 General
- 17.12.2 Applicability
- 17.12.3 Gas containing hydrogen sulphide
- + 17.12.4 Design
- 17.12.4.1 Design of steel service lines
- 17.12.4.2 Pipelines within road and railway rig...
- 17.12.4.3 Pipelines in gas-tight conduits
- 17.12.4.4 Design of excess flow valves (EFVs)
- + 17.12.5 Materials
- 17.12.5.1 Steel materials
- 17.12.5.2 Other materials
- 17.12.6 Installation
- + 17.12.7 Joining
- 17.12.7.1 Steel pipe joints and connections – F...
- 17.12.7.2 Steel pipe joints and connections – F...
- + 17.12.8 Pressure testing
- 17.12.8.1 General
- 17.12.8.2 Piping in distribution systems intend...
- + 17.13 Reinforced composite, thermoplastic-lined...
- 17.13.1 General
- 17.13.2 Metallic components
- 17.14 Elevated temperature pipelines
- 17.15 Aluminum piping
- Table 17.1 (Deleted)
- 17.16 Bibliography
- + 18 Carbon dioxide pipelines
- 18.1 General
- + 18.2 Applicability
- 18.2.1 Sour service
- 18.2.2 Hydrogen
- + 18.3 Safety and loss management
- 18.3.1 Emergency response planning
- 18.3.2 CO2 release and dispersion
- 18.3.3 Release quantitative risk assessment
- + 18.4 Design conditions
- 18.4.1 Brittle fracture control
- 18.4.2 Running ductile fracture control
- 18.4.3 Fracture arrestors
- 18.4.4 Upset Conditions
- + 18.5 Materials
- 18.5.1 Notch toughness properties for fracture ...
- 18.5.2 Non-metallic Materials
- 18.5.3 Reinforced composite, thermoplastic-line...
- 18.6 Joining
- + 18.7 Pressure testing
- 18.7.1 Cleaning and drying
- 18.7.2 Piping intended to be operated at pressu...
- + 18.8 Corrosion control
- 18.8.1 Composition control
- 18.8.2 Fluid composition
- 18.8.3 Composition monitoring
- 18.8.4 External corrosion control
- 18.8.5 Internal corrosion control
- + 18.9 Operating maintenance and upgrading
- 18.9.1 Operating and maintenance procedures for...
- 18.9.2 Change of service
- Table 18.1
- 18.9.3 Changes in operating parameters
- 18.9.4 Blowdown and venting management
- 18.9.5 In-line inspection
- 18.10 Bibliography
- + Annex A (informative)
- Safety and loss management system
- A.1 Introduction
- + A.2 General
- A.2.1 Safety and loss management system
- A.2.2 Life cycle approach
- A.2.3 Continual improvement
- Figure A.1
- A.2.4 Scalability
- A.2.5 Flexibility
- A.2.6 Process approach
- + A.3 Management responsibility
- A.3.1 Policy
- A.3.2 Leadership commitment
- + A.3.3 Organization
- A.3.3.1 Responsibilities and authorities
- A.3.3.2 Management representative
- + A.4 Management of resources
- A.4.1 Provision of resources
- + A.4.2 Human resources
- A.4.2.1 Training and competency
- A.4.2.2 Contractor services
- A.4.3 Infrastructure
- A.4.4 Work environment
- A.5 Communication
- + A.6 Documents and records
- A.6.1 General
- A.6.2 Control of documents
- A.6.3 Control of records
- + A.7 Control
- A.7.1 General
- + A.7.2 Project management
- A.7.2.1 General
- A.7.2.2 Planning
- A.7.2.3 Project change control
- A.7.2.4 Project review
- A.7.3 Risk management
- + A.7.4 Design
- A.7.4.1 Planning
- A.7.4.2 Design control
- + A.7.5 Procurement
- A.7.5.1 General
- A.7.5.2 Critical manufacturers
- A.7.5.3 Approved manufacturers list (AML)
- A.7.5.4 Critical manufacturer audits
- + A.7.6 Construction
- A.7.6.1 Control of construction
- A.7.6.2 Qualification of processes for construc...
- A.7.6.3 Identification and traceability
- A.7.7 Operations and maintenance
- A.7.8 Pipeline system integrity management
- + A.7.9 Engineering assessments
- A.7.9.1 General
- A.7.9.2 Engineering assessment process
- A.7.9.3 Methodology
- A.7.9.4 Documentation
- + A.8 Management of change
- A.8.1 General
- A.8.2 Management of change process
- + A.9 Continual improvement
- A.9.1 Objectives
- A.9.2 Reporting
- A.9.3 Learning from events
- A.9.4 Performance monitoring and measurement
- A.9.5 Conformance monitoring
- A.9.6 Control of nonconformance
- + A.9.7 Management review
- A.9.7.1 General
- A.9.7.2 Review input
- A.9.7.3 Review output
- + A.9.8 Audits
- A.9.8.1 General
- A.9.8.2 Planning and preparation
- A.9.8.3 Reporting
- A.9.8.4 Nonconformances and corrective actions
- A.9.8.5 Management review
- + Annex B (informative)
- Guidelines for risk assessment of pipelines
- B.1 Introduction
- + B.2 Applicability and context
- B.2.1 General
- + B.2.2 Risk management framework
- B.2.2.1 Risk assessment
- Figure B.1
- + B.2.2.2 Risk treatment and control, and risk mo...
- B.2.2.2.1
- B.2.2.2.2
- B.2.2.3 Management accountability and approval
- B.3 Definitions
- + B.4 Risk assessment concepts
- + B.4.1 Role of risk assessment
- B.4.1.1 General
- B.4.1.2 Risk analysis
- B.4.1.3 Risk evaluation
- B.4.1.4 Application
- B.4.2 Selecting risk measures
- + B.5 Risk assessment process
- B.5.1 Components of the risk assessment process...
- + B.5.2 Risk analysis
- B.5.2.1 Definition of objectives
- B.5.2.2 System description
- + B.5.2.3 Hazard identification
- B.5.2.3.1 General
- B.5.2.3.2 Methods
- + B.5.2.4 Frequency analysis
- B.5.2.4.1 General
- B.5.2.4.2 Approaches
- B.5.2.5 Consequence analysis
- B.5.2.6 Risk estimation
- B.5.2.6.1 General
- B.5.2.6.2 Outputs
- Figure B.2
- Figure B.3
- Figure B.4 a)
- Figure B.4 b)
- Figure B.4 c)
- Figure B.5
- Figure B.6
- + B.5.3 Risk evaluation
- B.5.3.1 General
- B.5.3.2 The ALARP principle
- B.5.3.3 Defining risk criteria
- B.5.3.4 Required response
- B.5.3.5 Options analysis
- + B.6 Quantitative risk criteria for pipelines
- + B.6.1 Safety risk criterion
- B.6.1.1 General
- + B.6.1.2 Risk thresholds
- B.6.1.2.1 Individual risk
- B.6.1.2.2 Societal risk
- Figure B.7
- B.6.1.3 Requirements for the demonstration of A...
- + B.6.2 Environmental and socioeconomic risk crit...
- B.6.2.1 General
- B.6.2.2 Environmental impact measure
- Table B.1
- B.6.2.3 Risk thresholds
- B.6.2.4 Requirements for the demonstration of A...
- + B.7 Documentation
- B.7.1 General
- B.7.2 Report contents
- B.8 References
- + Annex C (informative)
- Limit states design of onshore pipelines
- + C.1 Introduction
- C.1.1 Purpose
- + C.1.2 Application
- C.1.2.1 Full limit states design
- C.1.2.2 Pressure design
- C.1.3 Scope
- C.2 Definitions
- + C.3 General design requirements
- C.3.1 Objective
- C.3.2 Design life
- C.3.3 Design check format
- C.3.4 Reliability-based design and assessment
- + C.4 Safety approach
- + C.4.1 Safety class
- C.4.1.1 General
- Table C.1
- Table C.2
- C.4.1.2 Consequence parameters for pipelines ca...
- C.4.2 Population density
- Table C.3
- C.4.3 Environmental impact factor — LVP pipelin...
- + C.4.4 Safety class for uncased roads and railwa...
- C.4.4.1 General
- C.4.4.2 Population density adjustment for roads...
- C.4.4.3 Consequence indicator adjustments for r...
- Table C.5
- Table C.6
- C.4.5 Equivalent class location
- Table C.7
- + C.5 Pressure design
- C.5.1 Design formula
- C.5.2 Maximum total hoop stress factor
- + C.5.3 Class factor
- C.5.3.1 General
- C.5.3.2 Class factor formula
- Table C.8
- C.5.3.3 Basic class factor
- Table C.9
- Table C.10
- C.5.3.4 Hit rate factor
- Table C.11
- C.5.3.5 Fracture toughness factor
- Table C.12
- C.5.4 Class factor for stations and other
- Table C.13
- C.5.5 Change of safety class
- + C.6 Limit states
- C.6.1 Limit state categories
- C.6.2 Load cases and limit states
- Table C.14 (Deleted)
- + C.7 Limit state checks for buried pipes
- C.7.1 Characteristic values of basic parameters...
- Table C.15
- + C.7.2 Hydrostatic test pressure — Excessive pla...
- C.7.2.1 Characteristic values
- Table C.16
- + C.7.2.2 Limit state check
- C.7.2.2.1 General
- C.7.2.2.2 Stress-based check
- C.7.2.2.3 Strain-based check
- Table C.17
- C.7.3 Operating pressure — Burst of defect-free...
- Table C.18
- + C.7.4 Equipment impact — Burst of damaged pipe
- C.7.4.1 Characteristic values
- Table C.19
- C.7.4.2 Limit state check
- C.7.4.3 Safety factors
- Table C.20
- C.7.4.4 Hit rate calculation
- Table C.21
- C.7.5 Restrained thermal expansion — Local buck...
- + C.7.6 Geotechnical loads
- C.7.6.1 General
- C.7.6.2 Scope
- Table C.22
- C.7.6.3 Classification of geotechnical processe...
- Table C.23
- C.7.6.4 Calculation of strain demand distributi...
- C.7.6.5 Calculation of strain capacity distribu...
- + C.7.6.6 Local buckling
- C.7.6.6.1 Event-specific allowable failure prob...
- C.7.6.6.2 Characteristic values
- Table C.24
- C.7.6.6.3 Limit state check
- C.7.6.6.4 Safety factor
- Table C.25
- + C.7.6.7 Tensile rupture
- C.7.6.7.1 Event-specific allowable failure prob...
- C.7.6.7.2 Characteristic values
- Table C.26
- C.7.6.7.3 Limit state check
- C.7.6.7.4 Safety factor
- Table C.27
- Table C.28
- + C.8 Safety factor formulas
- C.8.1 General
- C.8.2 Hydrostatic test pressure — Excessive pla...
- C.8.3 Equipment impact — Burst of damaged pipe
- Table C.29
- C.8.4 Geotechnical loads — Local buckling
- C.8.5 Geotechnical loads — Tensile rupture
- Table C.30
- C.9 References
- + Annex D (informative)
- Guidelines for in-line inspection of pipelines...
- D.1 Introduction
- D.2 Tool selection
- D.3 Inspection technology and contractor
- D.4 Planning an in-line inspection
- D.5 Inspection execution
- D.6 Post execution
- + Annex E (normative)
- Sales quality liquid hydrocarbon pipeline leak...
- + E.1 General
- E.1.1 Scope and purpose
- E.1.2 Development, implementation, and evaluati...
- E.1.3 Implementation
- E.2 Definitions
- + E.3 Leak detection methods
- E.3.1 General
- + E.3.2 Internal leak detection methods
- E.3.2.1 Thresholds
- E.3.2.2 Performance and alarm limits
- E.3.2.3 Material balance intervals and calculat...
- E.3.3 External leak detection methods
- + E.4 Leak alarms and analysis
- + E.4.1 Alarms
- E.4.1.1 Requirements
- E.4.1.2 Specifications
- E.4.1.3 Alarm evaluation
- + E.4.2 Analysis
- E.4.2.1 Procedures
- E.4.2.2 Analysis period and safety measures
- E.4.2.3 Data retention period
- + E.5 Instruments, operation, and maintenance
- + E.5.1 Measurement
- E.5.1.1 (Clause number deleted)
- + E.5.2 Leak detection system function monitoring...
- E.5.2.1 Critical instruments
- E.5.2.2 Critical processes
- E.5.2.3 Critical process failure and strategy
- + E.5.3 Calibration and maintenance of instrument...
- E.5.3.1 Manufacturer specifications
- E.5.3.2 Calibration and maintenance
- + E.5.4 Maintenance of the leak detection system
- E.5.4.1 Requirements
- E.5.4.2 Evaluation of changes
- E.5.4.3 Monitoring and degradation
- E.5.4.4 Documentation of changes
- E.5.4.5 Reliability and invalid alarms
- + E.6 Leak detection system testing
- + E.6.1 General test requirements
- E.6.1.1 Frequency
- E.6.1.2 System test plan
- E.6.1.3 Operational results and testing
- E.6.1.4 Pipeline controller and possible leak d...
- E.6.1.5 Formal test report
- + E.6.2 Testing of internal leak detection system...
- E.6.2.1 Testing conditions and considerations
- E.6.2.2 Testing methods
- E.6.3 Testing of external leak detection system...
- + E.7 Leak detection documentation
- E.7.1 General
- E.7.2 Documentation
- + E.8 Improving leak detection system performance...
- E.8.1 Performance metrics
- E.8.2 Continuous improvement and management of ...
- E.8.3 Systems performance, monitoring, and revi...
- E.9 Audits
- E.10 Employee training for leak detection syste...
- E.11 Record control
- Table E.1
- E.12 Bibliography
- Annex F has been deleted
- Annex G has been deleted
- + Annex H (normative)
- Pipeline failure incident records
- H.1 Introduction
- + H.2 Incident reporting
- H.2.1 General
- H.2.2 Incident identification
- H.2.3 Release
- H.2.4 Weather
- H.2.5 Operating conditions
- H.2.6 Failed pipe or components
- H.2.7 Design of failed piping
- + H.2.8 Failure cause
- H.2.8.1 Primary failure cause
- + H.2.8.2 Material loss sub-cause
- H.2.8.2.1 External material loss
- H.2.8.2.2 Internal material loss
- H.2.8.3 Cracking sub-cause
- H.2.8.4 Material degradation sub-cause
- H.2.8.5 External interference party identificat...
- H.2.8.6 External interface contact implement id...
- H.2.8.7 Material or manufacturing sub-cause
- H.2.8.8 Construction sub-cause
- H.2.8.9 Geotechnical failure sub-cause
- H.2.8.10 Other causes sub-cause
- H.2.9 Flaw description
- + H.2.10 Description of defective joint
- H.2.10.1 Description of defective weld
- H.2.10.2 Description of defective mechanical or...
- H.2.10.3 Defective fusion joint
- H.2.10.4 Description of defective mechanical jo...
- H.2.11 External coating and corrosion preventio...
- H.2.12 Internal coating and corrosion preventio...
- H.2.13 Incident consequences
- H.2.14 Condition monitoring and assessment meas...
- + Annex I (informative)
- Oilfield steam distribution pipelines — Altern...
- + I.1 General
- I.1.1 Scope
- I.1.2 Applicability
- Figure I.1
- + I.2 Design
- + I.2.1 Straight pipe under internal pressure
- I.2.1.1 Internal pressure design thickness
- I.2.1.2 Nominal wall thickness
- I.2.2 Pipe bends
- + I.2.3 Limits of calculated stresses due to sust...
- I.2.3.1 Stress limits
- I.2.3.2 Fatigue analysis
- I.2.4 Expansion, flexibility, and support
- I.2.5 Wall thickness tolerance
- + I.3 Materials
- I.3.1 General
- + I.3.2 Pipe
- I.3.2.1 Manufacture
- I.3.2.2 Validation
- + I.3.3 Material testing
- I.3.3.1 Unlisted materials
- I.3.3.2 (Deleted)
- I.3.3.2 Minimum design temperature and impact t...
- I.4 Joining
- I.5 Pressure testing
- + Annex J (informative)
- Recommended practice for determining the accep...
- J.1 Introduction
- + J.2 General
- J.2.1 Engineering critical assessments
- J.2.2 Imperfection growth
- J.3 Application of Annex J
- + J.4 Comparison of work quality standards and en...
- J.4.1 Work quality standards of acceptability
- J.4.2 Standards of acceptability based upon ECA...
- J.5 Methods for conducting ECA
- J.6 Responsibility for ECA
- + Annex K (informative)
- Standards of acceptability for circumferential...
- + K.1 Introduction
- K.1.1 Purpose
- K.1.2 Work quality
- K.1.3 Strain-based assessment
- + K.2 Stress analysis
- K.2.1 General
- K.2.2 Residual stress
- + K.3 Welding procedure qualification
- K.3.1 Qualification
- K.3.2 Essential changes
- + K.4 Mechanical properties
- K.4.1 General
- + K.4.2 Weldment tensile strength
- K.4.2.1 Preparation
- K.4.2.2 Testing
- K.4.2.3 Requirements
- K.4.3 Weldment notch toughness
- + K.4.4 Weldment fracture toughness
- K.4.4.1 General
- K.4.4.2 Preparation
- K.4.4.3 Testing
- + K.5 Determination of maximum acceptable sizes o...
- K.5.1 General
- K.5.2 Spherical porosity
- + K.5.3 Planar imperfections
- + K.5.3.1 General
- K.5.3.1.1 Assessment procedures
- K.5.3.1.2 Nomenclature
- + K.5.3.2 Depths of imperfections
- K.5.3.2.1
- K.5.3.2.2
- K.5.3.2.3
- + K.5.3.3 Determination of maximum size of imperf...
- K.5.3.3.1 General
- K.5.3.3.2 Embedded imperfections
- K.5.3.3.3 Maximum size of imperfection to preve...
- K.5.3.3.4 Maximum size of imperfection to preve...
- + K.5.3.4 Determination of maximum size of imperf...
- K.5.3.4.1 General
- K.5.3.4.2 Embedded imperfections
- + K.5.3.4.3 Maximum size of imperfection to preve...
- K.5.3.4.3.1 Critical imperfection size
- K.5.3.4.3.2 Maximum allowable imperfection size...
- K.5.3.4.3.3 Fracture toughness requirements
- K.5.3.4.4 Maximum size of imperfection to preve...
- K.5.3.5 Maximum length of imperfection
- K.6 Production welding control
- + K.7 Inspection
- K.7.1 General
- K.7.2 Interaction between imperfections
- Table K.1
- Table K.2
- Table K.3
- Figure K.1
- Figure K.2
- Figure K.3 a)
- Figure K.3 b)
- Figure K.4
- Figure K.5
- Figure K.6
- + Annex L (informative)
- Alternative or supplementary test methods for ...
- + L.1 Introduction
- L.1.1 Scope
- L.1.2 New coatings or practices
- L.2 Test methods
- Table L.1
- + Annex M (informative)
- Guidance for system control, monitoring, and p...
- M.1 Introduction
- M.2 Scope
- + M.3 Facility control system design
- M.3.1 Objectives
- M.3.2 Architecture and interfaces
- M.3.3 Operating philosophy
- + M.4 Control and protection functions
- M.4.1 Functions
- M.4.2 Shutdown and alarm settings
- + M.5 Pressure and flow control
- M.5.1 General
- M.5.2 Leak detection
- M.5.3 Flow path logic
- M.6 Wiring methods
- M.7 Testing and calibration
- M.8 Valve control
- Table M.1
- Table M.2
- + Annex N (informative)
- Guidelines for pipeline system integrity manag...
- N.0 Introduction
- + N.1 Pipeline integrity management
- N.1.1 Scope
- N.1.2 Objectives, and performance indicators
- N.1.3 Organization
- N.1.4 Description of pipeline systems
- + N.1.5 Integrity management program records
- N.1.5.1 Preparation and management
- N.1.5.2 Records management process
- N.1.6 Management of change
- + N.1.7 Competency and training
- N.1.7.1 Company personnel, contractors and cons...
- N.1.7.2 Training requirements
- + N.1.8 Hazards
- N.1.8.1 Hazard identification
- N.1.8.2 Documentation
- N.1.8.3 Hazard controls
- + N.1.9 Risk assessment
- N.1.9.1 General
- N.1.9.2 Risk assessment documentation
- N.1.9.3 Risk analysis refinement
- N.1.9.4 Risk reduction evaluation
- + N.1.10 Options for reducing likelihood and cons...
- N.1.10.1 Operating errors
- N.1.10.2 External interference
- N.1.10.3 Imperfections
- N.1.10.4 Natural hazards
- N.1.10.5 Consequence reduction
- + N.1.11 Integrity management program planning
- N.1.11.1 Condition monitoring
- N.1.11.2 Items to be considered
- N.1.11.3 Documentation
- N.1.11.4 Reviewing completed integrity activiti...
- N.1.11.5 Communication
- + N.1.12 Inspections, testing, patrols, and monit...
- N.1.12.1 Documentation
- N.1.12.2 Timing and frequency determination
- N.1.12.3 Indirect inspection
- N.1.12.4 In-line inspection
- N.1.12.5 Corrosive agents and internal corrosio...
- N.1.12.6 Investigating the performance of catho...
- N.1.12.7 Records
- + N.1.13 Evaluation of inspection, testing, patro...
- N.1.13.1 General
- N.1.13.2 Imperfections
- N.1.13.2.1 Evaluation
- N.1.13.2.2 Engineering assessment
- N.1.13.3 Natural hazard evaluations
- N.1.13.4 Records of recommendations
- + N.1.14 Corrective action
- N.1.14.1 Types
- N.1.14.2 Documentation
- N.1.14.3 Safe operating pressure and engineerin...
- + N.1.15 Continual improvement
- N.1.15.1 Pipeline integrity management program ...
- N.1.15.2 Performance monitoring and measurement...
- N.1.15.3 Audits
- N.1.15.4 Control of nonconformance
- N.1.16 Incident investigations
- + N.2 Facility integrity management
- + N.2.1 Facility integrity management program sco...
- N.2.1.1 Limits of application
- N.2.1.2 Application
- N.2.1.3 Scope
- N.2.1.2 (Deleted)
- N.2.1.4 Collecting, integrating, and analyzing ...
- N.2.1.4 (Deleted)
- N.2.2 Objectives, and performance indicators
- N.2.3 Organization
- N.2.4 Description of pipeline facilities
- + N.2.5 Facility integrity management program rec...
- N.2.5.1 Preparation and management
- N.2.5.2 Records management process
- N.2.6 Management of change
- + N.2.7 Competency and training
- N.2.7.1 Company personnel, contractors and cons...
- N.2.7.2 Training requirements
- + N.2.8 Hazards
- N.2.8.1 Hazard identification
- N.2.8.2 Documentation
- N.2.8.3 Hazard controls
- + N.2.9 Risk assessment
- N.2.9.1 General
- N.2.9.2 Items to be considered
- N.2.10 Options for reducing likelihood and cons...
- + N.2.11 Facility integrity management program pl...
- N.2.11.1 Condition monitoring
- N.2.11.2 Items to be considered
- N.2.11.3 Documentation
- N.2.11.4 Reviewing completed integrity activiti...
- N.2.11.5 Communication
- + N.2.12 Inspections, testing, and monitoring
- N.2.12.1 Documentation
- N.2.12.2 Corrosive agents and corrosion detecti...
- N.2.12.3 Records
- + N.2.13 Evaluation of inspection, testing, patro...
- N.2.13.1 General
- N.2.13.2 Imperfections
- N.2.13.2.1 Evaluation
- N.2.13.2.2 Engineering assessment
- N.2.13.3 Records of recommendations
- + N.2.14 Corrective action
- N.2.14.1 Types
- N.2.14.2 Documentation
- N.2.14.3 Safe operating pressure and engineerin...
- + N.2.15 Continual improvement
- N.2.15.1 Integrity management program review an...
- N.2.15.2 Performance monitoring and measurement...
- N.2.15.3 Audits
- N.2.15.4 Control of nonconformance
- N.2.16 Incident investigations
- + Annex O (informative)
- Reliability-based design and assessment (RBDA)...
- + O.1 Provisions concerning RBDA
- + O.1.1 Introduction
- O.1.1.1 Purpose
- O.1.1.2 Application
- O.1.1.3 Information requirement
- O.1.2 Definitions
- O.1.3 Overview of RBDA methodology
- Figure O.1
- + O.1.4 Limit states
- O.1.4.1 Limit state categories
- + O.1.4.2 Applicable limit states
- O.1.4.2.1
- O.1.4.2.2
- O.1.4.2.3
- O.1.4.2.4
- + O.1.5 Target reliability
- + O.1.5.1 General
- O.1.5.1.1
- O.1.5.1.2
- O.1.5.1.3
- O.1.5.1.4
- O.1.5.1.5
- O.1.5.1.6
- + Table O.1
- + O.1.5.2 Ultimate limit state targets
- O.1.5.2.1 General
- + O.1.5.2.2 Pipeline segmentation
- O.1.5.2.2.1 Segmentation for safe
- O.1.5.2.2.2 Calculation of population density a...
- O.1.5.2.2.3 Calculation of average population d...
- Table O.2
- O.1.5.2.2.4 Segmentation for environmental-impa...
- Table O.3
- + O.1.5.2.3 Natural gas
- O.1.5.2.3.1 General
- O.1.5.2.3.2 Societal-risk-based target reliabil...
- Figure O.2
- O.1.5.2.3.3 Individual-risk-based target reliab...
- O.1.5.2.2.2 Pipeline segmentation (Moved)
- O.1.5.2.2.3 Population density calculation — Co...
- O.1.5.2.2.4 Population density calculation — Av...
- O.1.5.2.3.4 Relative consequence of large leaks...
- Figure O.3
- + O.1.5.2.2.6 Location-specific limit states (Del...
- + O.1.5.2.4 LVP liquids
- O.1.5.2.4.1 General
- O.1.5.2.4.2 Safety-based target reliability
- Figure O.4
- O.1.5.2.4.3 Environmental-impact-based target r...
- Figure O.5
- O.1.5.2.3.2 Pipeline segmentation (Deleted)
- O.1.5.2.3.3 Environmental factor calculation (D...
- O.1.5.2.4.4 Relative consequences of large leak...
- + O.1.5.3 Leakage limit states
- O.1.5.3.1 General
- O.1.5.3.2 Natural gas
- O.1.5.3.3 LVP liquid hydrocarbon
- O.1.5.4 Serviceability limit states
- O.1.5.5 Operational issues
- + O.1.6 Developing limit state functions
- O.1.6.1
- O.1.6.2
- O.1.6.3
- O.1.6.4
- + O.1.7 Probabilistic characterization of input v...
- O.1.7.1
- O.1.7.2
- O.1.7.3
- O.1.7.4
- O.1.7.5
- + O.1.8 Reliability estimation
- O.1.8.1
- O.1.8.2
- O.1.8.3
- O.1.8.4
- O.1.8.5
- O.1.8.6
- O.1.8.7
- O.1.8.8
- O.1.8.9
- + O.2 Commentary
- + O.2.1 Basic concepts
- O.2.1.1 Limit state
- O.2.1.2 Limit state function
- Figure O.6
- O.2.1.3 Reliability and probability of failure
- O.2.1.4 Reliability-based design and assessment...
- Figure O.7
- Figure O.8
- + O.2.2 Target reliability
- O.2.2.1 General
- + O.2.2.2 Ultimate limit states
- O.2.2.2.1 Approach
- + O.2.2.2.2 Natural gas
- O.2.2.2.2.1 Risk measures
- O.2.2.2.2.2 Societal risk criteria
- O.2.2.2.2.3 Individual risk criteria
- O.2.2.2.2.4 Lower bound
- + O.2.2.2.3 LVP liquid hydrocarbon
- O.2.2.2.3.2 Environmental-impact-based criterio...
- + O.2.2.3 Leakage limit states
- O.2.2.3.1 Natural gas
- O.2.2.3.2 LVP liquids
- O.2.2.4 Serviceability limit states
- + O.2.3 Developing a limit state function
- O.2.3.1 Definition of main limit state paramete...
- O.2.3.2 Development of the limit state function...
- O.2.3.3 Characterization of model uncertainty
- + O.2.4 Probabilistic characterization of input v...
- + O.2.4.1 Time-independent variables
- O.2.4.1.1
- O.2.4.1.2
- O.2.4.1.3
- O.2.4.2 Time-dependent variables
- O.2.4.3 Effect of sample size
- + O.2.5 Reliability estimation
- O.2.5.1 Basic formulation
- + O.2.5.2 Time variability
- O.2.5.2.1
- O.2.5.2.2
- O.2.5.2.3
- Figure O.9 a)
- Figure O.9 b)
- Figure O.9 c)
- Figure O.9 d)
- Figure O.10 a)
- Figure O.10 b)
- Table O.4
- O.2.5.3 Single time-independent limit state
- Figure O.11
- + O.2.5.4 Single time-dependent limit state
- O.2.5.4.1 Failure rate calculation
- Figure O.12
- O.2.5.4.2 Impact of rehabilitation
- Figure O.13
- + O.2.5.5 Multiple limit states
- O.2.5.5.1 General
- O.2.5.5.2 Leak and rupture due to equipment imp...
- Figure O.14
- O.2.5.5.3 Leak and rupture due to corrosion
- Figure O.15
- + O.2.6 Key limit state functions
- O.2.6.1 General
- O.2.6.2 Yielding and burst of defect-free pipe
- + O.2.6.3 Equipment impact
- O.2.6.3.1 Puncture
- O.2.6.3.2 Dent-gouge failure
- O.2.6.3.3 Differentiating leaks and ruptures
- + O.2.6.4 Corrosion
- O.2.6.4.1 Small leaks
- O.2.6.4.2 Large leaks and ruptures
- O.2.6.4.3 Differentiating large leaks and ruptu...
- + O.2.7 Statistical data
- O.2.7.1 General
- + O.2.7.2 Loading parameters
- O.2.7.2.1 Internal pressure
- + O.2.7.2.2 Equipment impact
- O.2.7.2.2.1 Impact frequency
- O.2.7.2.2.2 Impact severity
- Table O.5
- O.2.7.3 Pipe mMechanical properties
- Table O.6
- O.2.7.4 Pipe geometry
- Table O.7
- + O.2.7.5 Anomaly characteristics
- O.2.7.5.1 External corrosion
- Table O.8
- O.2.7.5.2 Dents and gouges
- O.2.7.5.3 Seam weld cracks
- Table O.9
- Table O.10
- O.3 References
- + Annex P (informative)
- Development and qualification of welding proce...
- + P.1 Introduction
- P.1.1 Scope
- P.1.2 ASME IX welding procedures
- P.2 Definitions
- + P.3 Data acquisition
- P.3.1 General
- P.3.2 Welding variables
- P.3.3 Measuring equipment
- P.3.4 Personnel training
- + P.4 Procedure qualification record
- P.4.1 Preparation
- P.4.2 Supporting documents
- P.4.3 Multiple PQRs
- Table P.1
- + P.5 Welding procedure specification
- P.5.1 General
- P.5.2 Records
- P.5.3 WPS content
- P.5.4 Grouping of weld passes
- Table P.2
- + Annex Q (informative)
- Fusion technician training and assessment
- Q.1 Scope
- Q.2 Training organization
- + Q.3 Training instructors
- Q.3.1 Requirements
- Q.3.2 Competency
- Q.4 Training course
- Q.5 Training curriculum
- Table Q.1
- Table Q.2
- Q.6 Assessment requirements
- + Q.7 Examination
- Q.7.1 Examination — Theoretical and general inf...
- Q.7.2 Examination — Practical information
- Q.7.3 Fusion technician certificate
1.1 General
There is a commentary available for this Clause.
This Standard covers the design, construction, operation, maintenance, deactivation, and abandonment of oil and gas industry pipeline systems that convey
a) liquid hydrocarbons, including crude oil, multiphase fluids, condensate, liquid petroleum products, natural gas liquids, and liquefied petroleum gas;
b) oilfield water;
c) oilfield steam;
d) carbon dioxide; or
e) gas.
Notes:
1) Hydrogen pipeline systems fall under Item e).
2) Designers are cautioned that the requirements in this Standard might not be appropriate for gases other than natural gas, manufactured gas, carbon dioxide, hydrogen, and synthetic gas.
1.2 Applicability
There is a commentary available for this Clause.
The scope of this Standard, as shown in Figures 1.1 and 1.2, includes
a) for oil industry fluids, piping and equipment in offshore pipelines, onshore pipelines, tank farms, pump stations, pressure-regulating stations, and measuring stations;
b) oil pump stations, pipeline tank farms, and pipeline terminals;
c) pipe-type storage vessels;
d) carbon dioxide piping and equipment in onshore pipelines, compressor stations, pump stations, pressure-regulating stations, and measuring stations;
e) for gas industry fluids, piping and equipment in offshore pipelines, onshore pipelines, compressor stations, measuring stations, hydrogen blending facilities, and pressure-regulating stations;
f) gas compressor stations; and
g) gas storage lines and pipe-type and bottle-type gas storage vessels.
Notes:
1) Gas industry fluids from renewable natural gas (RNG) and other production facilities are included in Item e).
2) Measuring and pressure-regulating stations that include blended gas industry fluids are included in Item e).
1.3 Exclusions
There is a commentary available for this Clause.
This Standard does not apply to
a) piping with metal temperatures below –70 °C;
b) gas piping beyond the outlet of the customer’s meter set assembly or utility defined custody transfer point (covered by CSA B149.1);
c) piping in natural gas liquids extraction plants, gas processing plants (except main gas stream piping in dehydration and all other processing plants installed as part of gas pipeline systems), gas manufacturing plants, industrial plants, and mines;
d) oil refineries, terminals other than pipeline terminals, and marketing bulk plants;
e) abandoned piping;
f) in-plant piping for drinking, make-up, or boiler feed water;
g) casing, tubing, or pipe in oil or gas wells, wellheads, separators, production tanks, and other production facilities;
h) vent piping for waste gases of any kind operating at or near atmospheric pressure;
i) heat exchangers;
j) liquefied natural gas systems (covered by CSA Z276);
k) liquid fuel distribution systems;
l) loading/unloading facilities for tankers or barges;
m) refuelling facilities;
n) hydrocarbon storage in underground formations and associated equipment (covered by CSA Z341 Series);
o) RNG, biogas, and synthetic gas production facilities; and
p) hydrogen gas production facilities.
1.4 Technical judgement
There is a commentary available for this Clause.
This Standard is intended to establish essential requirements and minimum standards for the design, construction, operation, pipeline system management, and abandonment of oil and gas industry pipeline systems. This Standard is not an application manual for these activities. It is intended to be used by persons competent to make technical judgments in the areas to which this Standard is being applied including engineering, safety, and environmental protection.
Note: Where newly developed materials or processes are used, or unusual conditions are encountered, requirements in addition to those specified in this Standard might be needed.
1.5 Retroactivity
There is a commentary available for this Clause.
The requirements of this Standard are applicable to the operation, maintenance, and upgrading of existing installations. It is not intended that such requirements be applied retroactively to existing installations insofar as design, materials, construction, and established operating pressures are concerned, except as required by Clause 10.7.1 for changes in class location and Clause 10.8.1 for crossings of existing pipelines.
1.6 Units
There is a commentary available for this Clause.
Unless otherwise stated, to determine conformance with the specified requirements, it is intended that observed or calculated values be rounded to the nearest unit in the last right-hand place of figures used in expressing the limiting value, in accordance with the rounding method of ASTM E29.
1.7 Governing requirements
There is a commentary available for this Clause.
Where any requirements of this Standard are at variance with the requirements of other publications referenced in this Standard, it is intended that the requirements of this Standard govern.
1.8 Innovation
There is a commentary available for this Clause.
It is not the intent of this Standard to prevent the development of new equipment or practices, or to prescribe how such innovations are to be handled.
1.9 Terminology
In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the Standard; “should” is used to express a recommendation or that which is advised but not required; and “may” is used to express an option or that which is permissible within the limits of the Standard.
Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.
Notes to tables and figures are considered part of the table or figure and may be written as requirements.
Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application.
You may comment on any section of this document by clicking the “Submit Comment” link at the bottom of the relevant section.