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CLOSING THE GAPMAOP VALIDATION
Christopher De Leon
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 2
1. Regulatory Review
2. Case Study: Material Documentation using NDT
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
CONTENT
Slide 3
1. Regulatory Review
2. Case Study: Material Documentation using NDT
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
CONTENT
Slide 4
0.0%
10.0%
20.0%
30.0%
40.0%
50.0%
60.0%
70.0%
80.0%
90.0%
100.0%
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
30.0%
Inst
alle
d b
y D
eca
de
Cu
mu
lati
ve (
red
lin
e)
Inst
alle
db
yD
eca
de
(blu
eco
lum
s)
Percentage of gas transmission pipeline mileage installed in
the USA [1]
• 305,000 miles (490,850 km) of
natural gas transmission pipelines
in the USA
• Approx. 50% of all pipelines
installed between 1950 and 1970
• Approx. 66% of all pipelines
installed prior to 1970 (“pre-
regulation pipelines”)
REGULATORY REQUIREMENTS
Pre-Regulated Regulated
1) J. F. Kiefner, M. J. Rosenfeld, The Role of Pipeline Age in Pipeline Safety, Final Report
No. 2012.03, INGAA Foundation, October 2012
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 5
PSA § 23 Regulatory Demands:
• Operators are required to identify pipeline sections with insufficient records
to substantiate MAOP/MOP for steel pipelines.
• MAOP/MOP must be reconfirmed for sections with insufficient records.
• Verification of Records and Reporting – requires operators to identify pipe
segments for which they do not have records to substantiate MAOP for all Gas
Transmission steel pipe (Class 3, 4 and all HCAs)
• PSA §23 – “Testing Regulations” – Requires conducting tests to confirm the
material strength of previously untested gas transmission steel pipelines in
high consequence areas (HCAs) and operating at a pressure greater than 30
% SMYS that were not previously pressure tested;
– Tests can be either pressure testing or alternative equivalent means
such as ILI programs.
REGULATORY REQUIREMENTS
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 6
• The drafted and revised IVP
gas transmission lines was
published on 09/10/2013.
• The drafted IVP hazardous
liquid lines was published on
09/17/2014
• Industry reviews and
comments (ongoing).
• Release is expected shortly.
OUTLOOK IN REGULATORY REQUIREMENTS
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 7
• High Consequence Areas (HCAs)
• Moderate Consequence Areas (MCAs)
• an onshore area that is within a potential impact circle, containing one or
more buildings intended for human occupancy, an occupied site, or a
designated Federal interstate, expressway, or 4-lane highway right-of-way,
and does not meet the definition of high consequence area, as defined in §
192.903
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
IVP PRINCIPLES
APPLY TO HIGHER RISK LOCATIONS
Slide 8
Screen segments for categories of concern
• Grandfathered Pipe
• Lack of Records to Substantiate MAOP
• Lack of Adequate Pressure Test
• Operating pressures over 72% SMYS (pre-Code)
• History of Failures Attributable to Manufacturing or Construction Defects
• Legacy materials and construction techniques
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
IVP PRINCIPLES
SCREENING
Slide 9
Validated Traceable and Complete Material Documentation for:
Pipe and fittings
– Yield Strength and Manufacturing Seam Process
Valves
– Pressure rating and weld end compatibility
Components
– Pressure rating compatibility
Else Material Properties must be established via:
• Cut out and Test Pipe Samples
• Non-Destructive Testing (on-going industry projects)
• Manufacturing markings during Field verification for valves, flanges, etc
• Other
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
IVP PRINCIPLES
MATERIAL DOCUMENTATION AND VERIFICATION
Slide 10
Operator to choose between:
• Pressure Test
• Pressure Reduction
• ECA
• Pipe Replacement
• Alternative
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
IVP PRINCIPLES
MAOP ASSESSMENT
Slide 11
1. Regulatory Review
2. Case Study: Material Documentation using NDT
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
CONTENT
Slide 12
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Yie
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[k
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Yie
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tren
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[M
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Log Distance
Determination per pipe joint
Yield strength per joint (ILI) Sections with unknown grade
RoMat PGS determines yield strength values
ROMAT PGS – THE DATA EVALUATION PROCESS
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 13
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Yie
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[k
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Yie
ld S
tren
gth
[M
PA
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Log Distance
Determination per pipe joint
Yield strength per joint (ILI) yield strength per joint (hardness testing)
Sections with pipeline records Sections with unknown grade
RoMat PGS determined Yield strength values are compared with existing pipeline
records
ROMAT PGS – THE DATA EVALUATION PROCESS
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 14
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0.000 10,000.000 20,000.000 30,000.000 40,000.000 50,000.000 60,000.000 70,000.000
Yie
ld S
tren
gth
[k
si]
Yie
ld S
tren
gth
[M
PA
]
Log Distance
Determination per pipe joint
Yield strength per joint (ILI) Sections with pipeline records Sections with unknown grade RoMat determined Pipe Grade
Yield strength values (ILI) complemented with determined SMYS (Pipe Grade)
Closing the gap in the pipelines DNA
ROMAT PGS – THE DATA EVALUATION PROCESS
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 15
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Yie
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PA
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Log Distance
16” Pipeline – Pipe Grade Determination
Yield strength per joint (ILI) Sections with pipeline records Sections with unknown grade RoMat determined Pipe Grade
CASE STUDIES – PIPE GRADE RESULTS
Case study one
Re-Allocation of pipeline at a gravel pit
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 16
Re-Allocation of pipe line at a gravel pit
Ordered pipe: X 42; API 5 L
Delivered pipe: X42/ X52; API 5L
Requirement for yield strength
X 42 Min./Max. Yield 42 ksi/72ksi
X 52 Min./Max. Yield 52 ksi/77ksi
Investigation on mill certs: yield strength between 58 ksi and 62 ksi
Tool measurements: yield strength between 60 ksi and 63 ksi
Inspection System Result Verification insitu: verification joint = 63.02 ksi
CASE STUDY ONE
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 17
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0 10,000 20,000 30,000 40,000 50,000 60,000 70,000
Yie
ld S
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gth
[k
si]
Yie
ld S
tren
gth
[M
PA
]
Log Distance
16” Pipeline – Pipe Grade Determination
Yield strength per joint (ILI) Sections with pipeline records Sections with unknown grade RoMat determined Pipe Grade
Case study two
Re-Allocation at a river
crossing
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
CASE STUDIES – PIPE GRADE RESULTS
Slide 18
Re-Allocation of pipe line at a river crossing
Ordered pipe: X 52; API 5 L
Delivered pipe: X 52; API 5L
Requirement for yield strength
X 52 = Min./Max. Yield 52 ksi/77ksi
Tool measurements: Section: 55 ksi until 58 ksi
Outlier 1 yield strength 47.94 ksi
Outlier 2 yield strength 47.09 ksi
CASE STUDY TWO
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 19
CASE STUDY TWO – PIPE GRADE PLOTS
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Flow
Flow
Slide 20
Re-Allocation of pipe line at a river crossing
Ordered pipe: X 52; API 5 L
Delivered pipe: X 52; API 5L
Requirement for yield strength
X 52 = Min./Max. Yield 52 ksi/77ksi
Tool measurements: Section: 55 ksi until 58 ksi
Outlier 1 yield strength 47.94 ksi
Outlier 2 yield strength 47.09 ksi
Discrepancy was found between MAOP record and As-Built at the river
crossing. As-Built indicated pups were installed but no material records
were found. Joints established as X-46 per ILI.
CASE STUDY TWO
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016
Slide 21
PROCESS OF MAOP RECONFIRMATION
COMPLETION OF RECORDS
Incomplete
pipe tally (PT)
Pro
gre
ss
ILI
Segmentation
based on
measured YS
Determination
of outliers in
YS
Preliminary
data analysis YS per joint
Determination of
YS equivalent
SMYS
Final
data analysis
YS per joint
Completed
pipe tally
Determination
of verification
locations
Integrate YS
from mill
certificate
Field
verification
using NDE
Tensile tests
on pipe
samples
Mill
report?
no
yes
ILI & Data Analysis Data Integration Verification Testing
ROMAT PGS: Closing the Gap · © ROSEN Group · 2016