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Applying Non-Traditional ILI Technology to Challenging Pipeline
Segments for Transmission Integrity Management
American Gas Association Operations Conference & Biennial Exhibition
May 19-22, Grapevine, Texas
Robert Liddicoat, Lead Project Manager, GTS
Jeff Janvier, Manager, Transmission Integrity Management Engineering, Pacific Gas & Electric Company
Rod Lee, General Manager, Pipetel Technologies Inc.
Presentation Overview
Todays Presentation will Discuss:
1. What is a Non-Traditional In Line Inspection (NT ILI)?
2. Importance of Non-Traditional ILI to PG&E’s Transmission Integrity Management Program
3. Examples of Challenging Pipeline Segments where Non-Traditional ILI has Proven Effective
4. A Detailed Inspection Profile: 20” OD Creek Crossing with Pipetel Explorer 20/26 Robotic MFL Crawler
5. Outlook For Future Use & Conclusions
2
What Is Non-Traditional ILI?
• Non-Traditional ILI = Performing internal inspection of pipelines considered challenging or unpractical to inspect using traditional free-swimming ILI tools
• Non-traditional ILI use: • Integrity management inspections of targeted
locations • Identifying / locating internal pipeline features
4
“Challenging to Inspect”
Non-Traditional ILI Methods
5
Non-Destructive Examination (NDE) Technology • Magnetic Flux Leakage (MFL)
• Electro Magnetic Acoustic Transducer (EMAT)
• Video
• Laser Deformation
• Ultrasonic (UT)
• Eddy Current Delivery Platforms
Non-Traditional ILI Methods
10
Delivery Platforms • Free-Swimming Tools Deployed at Targeted Locations
Importance of NT ILI to PG&E’s TIMP
Overview • 2012 – 2014: 15 projects conducted, often to meet
inspection deadlines when Direct Assessment (DA) methods were infeasible or impractical
• Beginning in 2015: NT ILI Program to inspect: o Short pipeline segments in High Consequence Areas (HCA) o Casings with known hard contacts o Sections of inserted pipe o Highway crossings
• Ability to inspect targeted high-priority locations not feasible or practical with traditional ILI technology
12
Segments where NT ILI has Proven Effective
Breakdown by Project Type
14
Project Type PG&E TIMP NT ILI
Projects 2012 - 2014 • Waterway crossings 8 • Cased spans 2 • Constructability 5
Total 15
Waterway Crossing Overview
• Challenges for Direct Assessment o Long-lead permitting (environmental / jurisdictional) o Construction (practicality / cost) o Maintaining public infrastructure & water supply (canals)
• Key Considerations o Entry point planning to avoid environmentally sensitive areas o Restrictive bends and bend combinations o Low points in pipeline subject to liquid accumulation
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Waterway Crossing Tool Selection
16
Execution Method Quantity Pipeline Diameter
Untethered Robotic 3 10”, 12”, 20” Tethered Robotic 3 12”, 30”, 36” Free Swimming (Natural Gas) 1 6” Free Swimming (Nitrogen) 1 6”
Total 8
Waterway Crossing Tool Selection
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Robotic Tools
(Tethered & Untethered)
Free-
Swimming
Tethered MFL
Pipeline Diameter (OD) 6” – 8” 10” +
• Multiple tool options • Navigate bend radius & combinations • Pipeline cleaning • Resource-intensive
• Navigation challenges due to bend radius & bend combinations
• Limited tool options • Bend radius &
combinations problematic
• Increased tool options • Single point of entry • Less resource-intensive • Likely no pipeline cleaning • Liquid accumulation may
impact traction & electronics
Cased Spans Overview
• Challenges for Application of DA Criteria o Carrier pipe inside casing o Visual inspection of carrier pipe impractical o Standard casing inspection cannot be conducted o Two cased span inspections performed in 2014
18
Example: 10” Carrier Inside 16” Casing Located in Bridge
Structure
Cased Span Project Example
8” Carrier Inside 12” Casing Attached to Bridge
19
8” Carrier 12” Casing
Key Constraints: • Small pipeline diameter
Cased Span Project Example
8” Carrier Inside 12” Casing Attached to Bridge
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Solution: • Tethered non-robotic MFL • Inserted at cutout on bridge • 202 feet inspected; Direct
Examination at elbows
Constructability Overview
• Construction-Driven Challenges
o High degree of complexity or cost for Direct Assessment
o DA & Non-Traditional ILI options evaluated; Non-Traditional ILI determined to be either a lower cost and/or a greater likelihood of inspection success
o Five construction-driven inspections performed
21
Constructability Project Example
30” OD ECDA Dig on Mountainside in Environmentally Sensitive Area
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Inspection Location
Key Constraints: • Permitting restrictions for
construction method & access • Soil conditions • Pending inspection deadline
Inspection Location
Constructability Project Example
30” OD ECDA Dig on Mountainside in Environmentally Sensitive Area
23
Solution: • Outage with in-progress
replacement project • Multiple Tool Options • Tethered MFL selected • Completion in 18 days • 1,785 feet inspected
NT ILI Tool Entry Point
Additional ECDA inspection obtained by
NT ILI
Constructability Project Example
30” OD Casing Inspection Delayed by Change in Permitting Conditions
24
Key Constraints: • Completion of casing
inspection infeasible by deadline due to changed permit conditions
• Short NT ILI planning & execution timeframe
In-progress casing inspection delayed
Constructability Project Example
30” OD Casing Inspection Delayed by Change in Permitting Conditions
25
In-progress casing inspection delayed
NT ILI Tool Entry Point
Solution: • Outage with in-progress
replacement project • Tethered robotic EMAT via
cut-out • 119 feet inspected • Completion in six days
4. Detailed Inspection Profile: 20” OD Creek Crossing with
Pipetel Explorer 20/26 Robotic MFL Crawler
26
Project Overview
27
• Low-point in creek crossing on 20” OD pipeline identified for internal corrosion inspection
• 45° sag elbow under creek & adjacent pipe required inspection for internal corrosion
• ICDA project at-risk due to long-lead environmental permits required to complete excavation in creek
Scoping Process
• Goals & Requirements
• Entry Point & Site Planning
• Pipeline Configuration Analysis
• Pipeline & System Conditions
• Resource Identification & Non-Traditional ILI Vendor Feasibility Reviews
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Key Challenges Identified
1. Environmental Permitting
• ICDA excavation remained preferred option
o Permit stipulations made completion of ICDA excavation infeasible by deadline
• Non-Traditional ILI entry points required to be placed outside of long-lead permitting areas
29
Key Challenges Identified
2. Problematic Shutdown
• Gas System Planning analysis indicated significant operational support required to perform shutdown
• Significant impact on other concurrent projects
• Feasibility review conducted to install by-pass to facilitate segment isolation, was determined infeasible due project constraints
30
Key Challenges Identified
31
Primary Inspection
Target
3. Inspection of Elbow o Inspection required on bottom 180° of downstream 45°
sag elbow o Inspection at elbows typically challenging for Non-
Traditional ILI tools
NT ILI Solution Determined
32
Inspection Location
1. Environmental Permitting: • Multiple potential entry points identified • Considered all execution methods • Confirmation outside environmental area
Downstream Entry Point
Upstream Entry Points
NT ILI Solution Determined
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2. Problematic Shutdown
• Pipetel Hot-Tap launch and retrieve capability
• Single entry point • Performed while
pipeline is live
NT ILI Solution Determined
3. Inspection of 45° Sag Elbow
34
Highest risk of tool damage at top of elbow
Target inspection at bottom of
elbow
Sensor blocks to be retracted
• Procedure to retract sensor in bend
• Solution: o Retract top 90° sensor
blocks; deploy lower 270° o Magnetize & collect data
on lower 180°
Project Planning: Standard Considerations
• Construction drawings • Securing temporary construction easement • Construction preparations • Contracting / procurement • Operations procedure for tool insertion/removal • Community outreach • Project management activities:
• Project schedule • Detailed Task List • Detailed Sequence of Operations • Contingency planning
35
Project Planning: Key Considerations
• Pipeline Cleanliness & Potential For Liquids o Interviews conducted with key operations personnel o Documents of Record reviewed from nearby projects o Risk determined low and acceptable
• Support for Launcher Assembly o Cribbing to support launch tube
• Heightened Risk of Sensor Damage o Top 90° of sensors retracted in bend o Additional spare parts & key personnel on site to repair o Contingency time in schedule to accommodate repair
and rerun
36
Project Planning: Key Considerations • Pipeline Depth & Above vs. Below Grade Access to
Launcher o Vertical rise of launch tube insufficient to bring launcher fully
above-grade
37
Option1: Build Extension Pup
Option2: Trench for Below-Grade
Access
Project Planning: Key Considerations
38
Option2: Trench for Below-Grade
Access
Explorer loaded into launch tube prior to attachment to elbow
Execution & Results
39
• Successful Non-Traditional ILI execution 10/29/13
• Minor data loss between 9:00 – 11:30 positions, determined acceptable
• 43.8 total feet inspected including entire creek crossing
• Zero internal anomalies and five minor external anomalies identified
View of target sag bend from Explorer tool
Outlook for Future Use
• Challenging Direct Assessment locations such as water crossings and cased spans
• Extended casings and inserted pipe sections
• Short pipeline segments not practical for traditional ILI
• Internal feature identification / pinpointing
41
Conclusions
Proven Value to Operator’s Toolbox • Direct Assessment challenges overcome
• Integrity Management inspections & internal feature identification / pinpointing
Lessons Learned • Early identification of project goals and field challenges
to determine execution options
• No single tool for every job – Match project constraints with tool capabilities for optimal solution
• Detailed Task List, Sequence of Operations, and Contingency Plan for a successful Non-Traditional ILI project
42