pm9 - difficult to pig pipelines

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David Wint Manager, Global Services Development TDW Services, Inc. [email protected] Difficult to Pig Pipelines May 18, 2011 Appalachian Underground Corrosion Short Course

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Page 1: PM9 - Difficult to Pig Pipelines

David WintManager, Global Services Development

TDW Services, [email protected]

Difficult to Pig Pipelines

May 18, 2011

Appalachian Underground Corrosion Short Course

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Regulations

• In 1994 §192.150 / §195.120 regulations were passed that required each new transmission line and each replacement of line pipe, valve, fitting, or other line component in a transmission line must be designed and constructed to accommodate the passage of instrumented internal inspection devices.

• Design & Construction Standards to reduce internal corrosion on Gas Transmission Pipelines –Final Rule May 23, 2007– New and replaced gas transmission pipelines must be

configured to reduce the risk that liquids will collect in the line

– Have effective liquid removal features

– Allow use of corrosion monitoring devices in locations with significant potential for internal corrosion

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What is Pigging ?

A widely utilized process which is the act ofpropelling a properly sized spherical orcylindrical device through the interior of apipeline by manipulating the pressure & flowof the existing media, or by artificiallyintroduced media or by mechanically pullingthe device through the pipeline for thespecific purpose of cleaning, inspecting ordistributing inhibitor throughout the pipeline.

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Why Pig a Pipeline

During the 1940s pipelines in the United Stateswere mainly pigged to remove paraffin to increaseefficiency in crude oil pipelines in order tomaximize flow conditions for the war effort. Thepigging equipment utilized at that time was limitedto a few applications while being very crude innature. In today's world, pipelines are pigged for avariety of reasons and the pigging equipment usedis designed by engineers to perform particularfunctions.

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Piggability

• Physical Characteristics (Pipeline Design)

• Line Pipe Grade

• Type of Welds

• Length

• Fittings

• Internal Diameter

• Elevation Profile

• Tees

• Bends

• Valves

• Spans

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Piggability

Line Pipe Grade

Class Location Definition§192.5

The class location unit is an onshore area that extends 220 yards on either side of the centerline of any continuous1-mile length of pipeline.

The class location is determined by the buildings in the class location unit. For the purposes of this section, each separate dwelling unit in a multiple dwelling building is counted as a separate building intended for human occupancy.

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A Class 1 = 10 or less buildings intended for human occupancy or an offshore area.

A Class 2 = Greater that 10 but less than 46 buildings intended for human occupancy.

A Class 3 = 46 or more buildings intended for human occupancy; or

Piggability

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Class 3 - where the pipeline lies within 100 yards of either a building or a small, well-defined Outside Area

– Playground– Recreation Area– Outdoor Theater

Occupied by 20 or more persons on at least 5 days a week for 10 weeks in any 12-month period

Piggability

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Class 4 - where buildings with four or

more stories aboveground are

prevalent.

Piggability

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§192.105 - Design of Steel Pipe

P = Design Pressure

S = Yield Strength

D = Outside Diameter

t = Wall Thickness

F = Design factor - §192.111

E = Longitudinal joint factor - §192.113

T = Temperature de-rating factor - §192.115

P = (2St/D)(F)(E)(T)

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P=2St (F)

D

Class location Design factor (F)

1 .72

2 .60

3 .50

4 .40

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Type of Welds (Connections)

• Acetylene welding was first used around 1911 to join pipe segments together (girth welding) and just prior to 1920, arc welding was introduced.

• Chills Rings are sometimes called backup rings or spacers. These rings are machined pieces of metal that conform to the dimensions of the joint design used. Bell-to-bell joints that were welded together with the use of a chill ring.

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Type of Welds (Connections)Chill Rings

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Type of Welds (Connections)Dresser Coupling

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Types of Welds (Connection)Dresser Coupling Pumpkin Repair Sleeve

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Types of Welds (Connection)Zap-Lok Connections

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PiggabilityLength

The distance between two pig traps is a variable and must be determined for each specific pipeline.

Some considerations:– Wear on the Pigs

– Pipeline Product

The following pipeline lengths are not uncommon;–Natural Gas pipelines 50-100 miles between traps

–Refined Products Pipelines 100-150 miles between traps

–Crude Oil Pipelines 150-200 miles between traps

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PiggabilityDual Diameter Pipelines

Pipelines that have been designed toaccept input along their length may needto increase in diameter as the through-put increases. Instead of having trapsinstalled at each change in pipe sizereducers are used. Concentric reducersshould be used for changes in diameterwithin a pipeline so that the center line ofthe pig can remain on the same plane asit makes the transition from one size toanother.

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PiggabilityDual Diameter Pipelines

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Piggability

Reducers – Typical Applications

Concentric - used in line Eccentric - used in Traps

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PiggabilityLinings

Pipelines are lined to help protect theinside of the pipe from the effects of theproduct and to create less flowresistance. Natural gas pipelines areusually internally coated with an epoxyfusion bonded coating applied undercontrolled conditions at the factory or aspecial field site. Wire brush pigs shouldnot be used on pipelines that have beeninternally coated. A combination ofUrethane blades,discs and cups shouldbe used for maintenance pigging.

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Piggability

Examples of common Factory Bends w/ 5D, 3D and 1.5D Radius

Miter Bends are veryuncommon in the gasindustry and are locatedas a result of In LineInspection

Greater than 5D FactoryBends and/or FieldBends can be producedw/ a little advancedplanning

Bends

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PiggabilityBends

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PiggabilityBends

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PiggabilityMiter Bends

Miter bends are made by cutting the end of the pipe at an angle to achieve a change in direction of the pipe. In general miter bends should be avoided if you intend to pig the pipeline. If for some reason there is a miter bend in the line you should contact your pig supplier and give them the dimensions of the miter bend so they can determine if your pig will pass through the miter bend.

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PiggabilityDiameter and Wall Thickness

One of the largest cost of a pipeline is the costof the pipe. In the process of the designengineering phase the through-put is used todetermine the pipe diameter and the pipe wallthickness.

The wall thickness may vary due to externalconditions such as High Consequence Area’s,Road Crossings, Railroad Crossings, etc.

As long as the wall thickness is such that theinside pipe diameter is within the tolerancesallowed by the pig manufacturer the varyingwall thickness should not be a problem.

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Piggability

Tees with outlets greater than 50% of themain diameter should be barred to reducethe risk of sticking pigs. This is especially truein laterals with high flow conditions

Tees

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PiggabilityOff-Takes

Unbarred Tees

Forged tees are usually used for installing offtakes (outlets) in a pipeline during construction.Most conventional pigs will safely transverse teeswith outlets up to 60% of the nominal line size.However it is good practice to install guide bars inall outlets above 50%.

Off takes should not be installed adjacent to oneanother. At least three diameters of straight pipeshould be installed between any two fittings.

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Piggability

Pigs can typically beconfigured to accommodateback to back laterals bylengthening the pig to avoidmodification of the laterals

A perfect condition

for a “stalled pig”

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PiggabilityBarred Tees

Any off take that is more than 50% of thepipeline size should have bars installed toassist the pig past the opening without anydamage.

The bars should be installed parallel to the axisof the pipe and spaced from about 2” apart forsmall off takes to about 4” apart for larger sizes.

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PiggabilityLaterals/Tees

Generic Suggestions for Barred Tees:

► 4” to 8” laterals – 1 single bar centered in tapped hole.

► 4” thru 10” Laterals w/ bars ¼” thick

► 10” and larger laterals – 2 bars equally separated in tapped hole.

► 12” and larger laterals bars ½” thick

Minimum Requirements

Conservative Specifications

► 4” thru 10” - ¼ ” bars w/ 2” spacing

► 12” and larger – ½” bars w/ 2” spacing

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PiggabilityValves

Valves are the biggest single cause ofpigging problems. Full bore valves are moreor less essential. If gate valves must be used,they should be the through conduit type sothat no voids, seat rings or other features arepresent which might affect the smoothpassage of a pig. The inlet and outlet boresmust also be concentric.

If wedge gate or parallel slide valves areinstalled, it is important to know thedimensions of the gap between the seat ringsto be able to select the proper pig for the line.

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PiggabilitySeat Ring Spacing

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Piggability

Valves

Valves can be a significant source of aggravationrelative to Stuck Pigs. Appropriately designedvalves should be considered when making pipingsystems piggable. Full bore or Pipeline ID isrecommended.

Solid Ball Hollow Ball Thru-port Gate Wedge Gate Tapered Plug

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PiggabilityCheck Valves

By the nature of their design, check valves require

an area in the valve body that is larger that the pipe

inside diameter. This requires the cups and/or discs

on the pig to be spaced far enough apart to span

the oversized area in the valve body. In addition the

pig must provide the force required to open the

check valve fully for it to pass through.

Spheres are not suitable for pigging lines with check

valves. The sphere will drop into the oversize body

and bypass. You must use the bump and run

method if you are going to pig with spheres.

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PiggabilityCheck Valves

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PiggabilityCheck Valves

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PiggabilityElevation

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PiggabilityElevation

Pipe

Receiver

a

c

b

Depth of Cover (DOC)

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PiggabilitySpans

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Piggability Spans

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Piggability Non-Engineered Spans

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Piggability Drips

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Piggability Drips

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PiggabilityOther

Intrusive Repairs – Pipeline Carrot

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Piggability Other

Siphons

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PiggabilityOther

Coupon Holders

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Piggability Operations

A common approach is to pressurize the whole pipeline and run the pig by venting at the downstream end, maintaining a certain minimum pressure in front of the pig to act as a buffer.In reality, a specific minimum pressure cannot be stated as both the diameter and condition of the pipeline must be considered. The suppliers will always discuss this aspect during the planning stage for each instrument pig survey.

Pressure

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Piggability Operations

Typical Differential Pressure (DP) Required to Drive a pig:

DP (bars) = K (type of pig)

Nominal Diameter (inches)

K (Types of Pigs)

• Sphere and Foam Pig = 1

• 2 Cup Pig = 4

• 4 Cup Pig = 7

• Disc Pig = 9

• Cup Brush Pig = 12

• Disc Brush Pig = 15

• UT ILI Tool = 19

• MFL ILI Tool = 24

Pressure

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Piggability Operations

Typical Differential Pressure (DP) Required to Drive a pig:

DP (bars) = K (type of pig)

Nominal Diameter (inches)

Example: 10-inch Disc Brush Pig (K factor = 15)

DP (bars) = 15

10-inch

1.5 bars x 14.5 psi = 21.75 DP (psi)

Pressure

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PiggabilityOperations

Flow Rate

Most cleaning, batching and swabbing applications are run on-stream and will have to be carried out at the velocity of the product stream.

Pigs are most effective if run at a near constant speed. When the flow rate is low the pig may run in a series of start and stop motions, and it will not be very effective under these conditions.

Pigs will not be effective if run at too high a velocity. This is seldom a problem with on-stream pigging as the flow rates are usually quite moderate. However, during construction, flow rates cannot always be controlled and it is then difficult to achieve maximum effectiveness.

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Piggability Operations

Flow Rate

The following are considered to be typical speeds for utility pigging and are given as reference only.

Application Speed (Mph)New Construction 1 - 5On-Stream Gas 2 – 8On-Stream Liquids 1 – 8ILI Tools 2 – 7

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Piggability Operations

Flow Rate

Gas velocity (Mph) is calculated with the following formula:

(31210) (mmcfd)(psi)(d2)

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Piggability Operations

Flow Rate

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PiggabilityOperations

Temperature

Most pigs use polyurethane seals and the allowable temperature range for this material is generally between 32° F. and 180° F. (0° and 82° C.) Since most pipelines operate at ambient temperatures within this range, this does not normally create any problems for utility pigs.

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Piggability Operations

Contaminants

Bacteria

Sulfate Reducing Bacteria (SRB) - SRB’s use the sulfate ion in water as a food source. Through their metabolic process, the sulfate is converted to H2S.

Acid Producing Bacteria (APB) - APB’s produce carboxylic acids and/or CO2 as a by-product of their metabolic process

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Piggability Operations

Contaminants

SolidsIron Sulfide (pyrophoric material will ignite spontaneously in air)Iron CarbonateIron Oxide

OtherPCBs (acute poisoning – source is typically from compressors)NORMS (Natural Occurring Radioactive Materials) – source is radium-226 and radium-228 are the decay products of uranium and thorium that are present in subsurface formations.

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Piggability

Launcher Receiver Design

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PiggabilityPurpose of Launcher & Receivers

The primary purpose of a Pig

Launcher and Receiver is to

Launch and/or Receive a pipeline

pig into a pipeline system without

interruption of the flow.

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PiggabilityLauncher & Receivers

Utility Pigs

The “rule of thumb” for the length of the launcher barrel is 1.5 times the length of the longest pig to be used.

It is often the case that the pigs have not been selected at the time the traps are designed so an alternative “rule of thumb” for the length of the barrel, assuming single module pigs will be used, is 2.5D.

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PiggabilityLauncher & ReceiversIn-Line Inspection Tools

Many In-Line Inspection, or “ILI” tools, are typically constructed of several modules joined together. When these and similar “extra-long” ILI tools are to be used, the launcher barrel should be at least 1D longer than the overall length of the longest pig. Except for the length, all other dimensions will be the same as for utility pigs.

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PiggabilityLauncher & Receivers

Spheres

Spheres have a single line of seal and therefore must be treated differently than pigs that will have at least two and often four or more seals per pig. Since spheres are the same dimension in all directions, they are not self-guiding and will try to follow the flow within the pipeline even through smaller pipe sizes

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Launcher Nomenclature

Line Size Flange Kicker

VentPressure Gauge

Closure

Drain

BarrelReducerLine Size Pipe

A pig launcher includes an oversized pipe section, reducer,

various sized nozzles, line size pipe section and a quick

opening closure.

12” X 16”-600# Receiver

PIG-SIG®

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Launcher: Rule-of-Thumb Nozzle Sizing

Eccentric Reducer

Barrel SizeLess Than 12” -One Size Larger12” & Larger - Two Sizes Larger

Vent SizeUp to 22” = 1” NPT24” & Larger = 2” NPT

Gauge SizeAll Sizes = 1/2” NPT

Drain Line Size2” - 4” = 1 1/2”6” - 18” = 2”20” & Larger = 4”

One PigLength

Closure

Kicker Line1/3 PipelineDiameter

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Typical Launcher Schematic

VentValve Mainline

Trap Valve PIG-SIG®

MainlineBypassValve

Drain

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Receiver Nomenclature

Line Size Flange By-Pass

VentPressure Gauge

Closure

Drain

BarrelReducerLine Size Pipe

A receiver is similar to a launcher, but is configured to remove the pipeline pig from the system.

12” X 16”-600# Receiver

PIG-SIG®

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Receiver: Rule-of-Thumb Nozzle

Sizing

By-Pass Line1/3 Pipeline Size

Vent SizeUp to 22” = 1” NPT24” & Larger = 2” NPT

Gauge SizeAll Sizes = 1/2” NPT

Drain Line Size2” - 4” = 1 1/2”6” - 18” = 2”20” & Larger = 4”

Two Pig Lengths orOne Corrosion Tool Length

One PigLength

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Closures

Closures are used for scraper

traps, filters, strainers,

scrubbers, blow-downs, meter

provers, storage tanks, terminal

manifolds, test chambers and

other types of vessels and

piping.

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Launcher & Receiver Types Pigging Systems

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Launcher & Receiver Types: Automated Sphere Launching Systems

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Launcher & Receiver Types: Vertical Automated Systems

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Launcher & Receiver Types: Sloped Automated System

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Launcher & Receiver Types: Automated Batch System

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Launcher & Receiver Types: Temporary Launcher & Receivers

Temporary launchers are sometimes

used for the following purposes:• Clean Short Pipeline Segments such as HCAs

• Perform Hydrostatic Pressure Tests

• Decommissioning of Pipeline from Service

• Economic Purposes – Rent instead of Purchase

• Specialty Pigging Operations such as Blow Through

Cleaning and Inspection

• Proving Pigging Operations

• New Construction Cleaning & Inspections

• Off-line Pigging Operations

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Launcher & Receiver Types: Specialty Pigging - Tethering

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Pig Receiving

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Pigging during Construction

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Effective results of using cleaning fluids and brush pigs with RealSeal Cups.

Operational PiggingBlack Powder

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Line Cleanliness is Critical

MFL Tools are the best & most expensive cleaning pigsavailable. Sensor “Lift Off” will reduce the intensity ofthe magnetic signal and will affect data quality.

You don’t want MFL Tools to be a Cleaning Pig!

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Magnetic Cleaning Pig for Ferrous Materials

Debris such as welding rods, bolts, tools, etc., is verydifficult to remove with conventional pigs as the pigstypically push these objects for some distance and thenride over them.

The removal of this type of debris is a must beforeattempting to run Corrosion Inspection Pigs.

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Technology Timeline

1964

1966

1969

1978

1997

+

2000

?

First commercial

MFL pig --

inspected bottom

portion of

pipeline

First full-

circumference

MFL pig

Kaliper

Geometry Tool

First high-

resolution MFL

First reduced-

port pigs

High resolution

geometry tools

??

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Integrity Regulations (U.S.)

Where we are today

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High Consequence Areas (HCAs)

• Highly Populated Areas

• Other Populated Areas

• Areas unusually sensitive to

environmental damage

• Commercially navigable waterways

• Drinking water

Hazardous Liquids Pipelines

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High Consequence Areas

OPA

DW

NW

HPA

ESA

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HCA Repairs by Type

Repairs on HCA-

affecting Segments

over and above

those required by

the Liquid IM Rule

and all Repairs

outside of CA-

affecting Segments,

71%

Immediate

Repairs, 6%

60-Day

Repairs, 4%

180-Day

Repairs, 19%

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The Department of Transportation/Office of Pipeline Safety (DOT/OPS) issued an amendment to 192 Subpart O titled Pipeline Safety: Pipeline Integrity Management in High Consequence Areas (Gas Transmission Pipelines) effective January 14, 2004.

The Rule specifies regulations for assessing, evaluating, repairing and validating through comprehensive analysis the integrity of gas transmission pipelines that, in the event of a leak or failure, could affect:

(i) a Class 3 location

(ii) a Class 4 location

(iii) any area outside of a Class 3 or Class 4 location where the potential impact radius (PIR) is greater than 660 feet, and the area within a potential impact circle contains 20 or more buildings for human occupancy

(iv) the area within a potential impact circle containing an identified site (collectively called High Consequence Areas or HCA’s).

Natural Gas Pipelines

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High Consequence Area

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HCA Repair Conditions

Immediate

Metal Loss > 80%

Metal Loss predicted burst pressure

< MOP

Dent top of pipe with metal loss, crack

stress riser

Dent top of pipe > 6%

Anomaly that analyst believes to

warrant immediate repair

60 Days

Dent top of pipe > 3% (or > 0.25” if

pipe diameter < 12”)

Dent bottom of pipe with metal loss,

crack, stress riser

180 Days

Dent > 2% that affects pipe curvature at

girth or seam weld

Dent top of pipe > 2% (or > 0.25” if

pipe diameter < 12”)

Dent bottom of pipe > 6%

Metal loss calculated MAOP < MOP

Metal loss area of general corrosion

> 50%

Metal loss > 50% affecting girth weld

or at pipeline crossing

Crack

Corrosion along seam weld

Gouge > 12.5%

Immediate

Metal Loss > 80%

Metal Loss predicted burst pressure

≤ 1.1 x MOP

Dent with metal loss, crack stress

riser

Anomaly that analyst believes to

warrant immediate repair

1 Year

Dent (smooth) top of pipe > 6% (or

> 0.50” if pipe diameter < 12”)

Dent > 2% (or > 0.50” if pipe

diameter < 12”) that affects pipe

curvature at girth or seam weld

Monitored

Conditions

Dent bottom of pipe > 6% (or

> 0.50” if pipe diameter < 12”)

Dent top of pipe > 6% (or > 0.50” if

pipe diameter < 12”) and

engineering analysis of the dent

demonstrate critical strain levels are

not exceeded

Dent > 2% (or > 0.25” if pipe

diameter < 12”) that affects pipe

curvature at girth or seam weld and

engineering analysis of the dent

demonstrate critical strain levels are

not exceeded

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Summary

Many pipelines can be made piggable with readily available components

System information is critical when making a line to become piggable.

Don’t assume anything about the pipeline’s construction specifications or operational history.