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    Ormen Lange – CorrosionManagement of Import Pipelines

    Grethe Selboe, MainTech AS

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    Introduction

    • MainTech was awarded a contract

    with A/S Norske Shell within

    “Inspection &Corrosion Monitoring for

    Draugen and Ormen Lange”

    •Member of Shell’s start-up team for

    Ormen Lange from 2005

    • Localised together with the project in

    Oslo to prepare for start-up in 2007

    This lecture will present the work done from 2005 and how the

    corrosion management systems for the import pipelines are managed

    today

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    Ormen Lange - Facts

    • Reservoir is located 120 km north

    west of Kristiansund

    • Discovered: 1997

    • Production start: September 2007

    • When Ormen Lange produces atits top, this will cover about 20 %

    of Great Britain’s gas needs.

    • Norsk Hydro was operator during

    design and construction.

    • Operator today: Norske Shell

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    Ormen Lange - Challenges

    • Deepwater project

    • Reservoir in landslide area,

    steep rise towards land

    • Rough seabed

    • 120 km to the controlcentre

    • Multiphase

    • Minus 1.7 degree C,

    hydrates can form

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    Corrosion Protection Philosophy

    Import pipelines contains:

     –  0.3mol% CO2 

     –  0.5ppmv H2S

     –  Acetate is present in the produced gas

     –  Formate is present in drilling fluids

    Protection Philosophy by Injection of Chemicals:

     –  MEG is injected @ wellhead to prevent hydrates –  pH-stabilizer (added to MEG)

     –  scale and corrosion inhibitor (added to MEG)

    Based on

    extensive testingby Hydro before

    start-up

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    Import Pipelines – Design Details

    • Made of X65 carbon steel

    • Design life is 50 years

    • Robust Corrosion Allowance

    • Nominal wall thickness is 26.8-

    35.5mm

    • Thick film coating externally

    • Sacrificial anodes subsea

    • Impressed Current in buried

    landfall area

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    Main Internal Threats

    1. Bottom of line

     – pH stabiliser + corrosion inhibitor

     – Control CO2 concentration

    2. Top of line –  Inspection of external coating (avoid

    condensation)

     – Control CO2 concentration

     – Control formate and acetateconcentration

     – Alkalinity in MEG

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    Sampling & Monitoring

    •Concentration of:pH stabiliser

    Corrosion Inhib

    •pH + Fe

    •Acetate + Formate

    •Water/MEG content

    •Fe

    •Concentration of:

    pH stabiliser

    Corrosion Inhib

    •pH + Fe

    •Acetate + Formate

    •Water/MEG content

    •Oxygen

    Kp 0

    ER probes + WLC

    •Erosion probes

    •Sand detectors

    •Temp

    •Pressure

    CO2 + H2S

    sampling in gas

    from SC (+ in

    export gas)

    Wells

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    Inspection

    Kp 0

    Inspected internallyby NDT externally

    Inspected externallyfor coating damage

    + Internal pigging if found necessary

    Wells

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    Intergrity Operating Window (IOW)

    What is IOW?

    A selection of sample data, process data, corrosion data to control that we

    are operating within defined limits. For example:

    0

    50

    100

    150

    200

    250

    300

      1  0 -  m  a  r

      1   7 -  m  a  r

      2  4 -  m  a  r

      3  1 -  m  a  r

       7 -  a  p

      r

      1  4 -  a  p  r

      2  1 -  a  p  r

      2  8 -  a  p  r

      5 -  m  a   i

      1  2 -  m  a   i

      1  9 -  m  a   i

      2  6 -  m  a   i

      2 -   j   u

      n  9 -   j   u

      n

          C    o

        n    c    e    n      t    r    a      t      i    o    n

    0

    2

    4

    6

    8

    10

    12

        p      H

    Lean - pHStab (mg/l)

    Rich - pHStab (mg/l)

    Lean - Alk (mg/l)

    Rich - Alk (mg/l)

    Lean - pH

    Rich - pH

    pH in MEGFormate concentration

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    Example of IOW Parameters C 

     o r  r  o s  i   o n l   o o p

     M

     o n i   t   o r  i   n g p o i   n t  

     S  y  s  t   e m

     P  r  i   o r  i   t   y 

     (  

     X = R  e m o v  e d  )  

     F  r  e q u e n c  y 

     (   R 

    = O n R  e q u e s  t   )  

    Tag # Type Parameter

     T  h  r  e a t  

     U n i   t   Limit

     P  h  y  s  i   c  a l  L  o c  a t   i   o n

     C  o m m e n t   s 

    D  a t   aL  o c  a t   i   o n

    Time

    interval:01.06.09-

    31.08.09

    Sign: GS

    Reviewed

    Time

    interval:01.09.09-

    30.11.09

    Sign: GS

    Reviewed

    Time

    interval:01.12.09-

    28.02.10

    Sign: GS

    Reviewed

    Time

    interval:01.03.10-

    31.05.10

    Sign: GS

    Reviewed

    Time

    interval:01.06.10-

    31.08.10

    Sign:

    GS/KB

    Time

    interval:31.08.10-

    30.11.10

    Sign: KB

    Reviewed

    01

    CE-16-1025

    ER probe /

    Corrosion rate

    LOCATION:

    Import pipeline

    16 1 3m CE-16-1025 ER probeCorrosion

    rate

    CO2corrosion

    mm/yr

    max 0,33

    mm/yr (CA

    10 mm)

    Import

    pipeline A

    before pig

    receiver/slu

    g catcher

    PCAD/

    Livelink

    0,000 mm/y

    (Q3 2009)

    (not

    reviewed in

    corrosion

    0,001 mm/y

    (Q4 2009)

    (not

    reviewed in

    corrosion

    0,000 mm/y

    (Q1 2010)

    (not

    reviewed in

    corrosion

    0,000 mm/y

    (Q2 2010)

    (not

    reviewed in

    corrosion

    0,000 mm/y

    (Q3 2010)

    (not

    reviewed in

    corrosion

    0,0012

    mm/y (Q4

    2010) (not

    reviewed in

    corrosion

    01

    CE-16-1024

    WLC / Corrosion

    rateLOCATION:

    Import pipeline

    16 1 1yr CE-16-1024 WLC

    Corrosion

    rate

    CO2

    corrosion mm/yr

    max 0,33

    mm/yr (CA10 mm)

    Import

    pipeline A

    before pigreceiver/slu

    g catcher

    Not online,

    manual

    measureme

    nts yearly

    Livelink

    0,001 mm/y

    (Q4 2009)

    (notreviewed in

    corrosion

    0,001

    /mm/y (Q4

    2010) (notreviewed in

    corrosion

    01

    EC-89-0050

    ICCP / Potential

    on pipelines PL-

    A/B, Kp 0 to HAT

    LOCATION:

    89 1 1w EC-89-0050 ICCP

    Potential on

    pipelines PL-

    A/B, Kp 0 to

    HAT

    External

    corrosion

    -0.85 to -

    1.20 V vs.

    Cu/CuSO4-

    Landfall,

    L56

    Send report

    to Gassco

    monthly

    Livelink

    ICCP area

    Potentials

    outside

    acceptable

    levels from

    10th of

    Problem

    fixed,

    system is

    working

    satisfactory

    OK OK

    OK - still

    current

    leakage for

    Pl-B

    OK - still

    current

    leakage for

    Pl-B

    01

    QN-16-1084

    Sampling / Iron

    content (total

    iron)

    LOCATION: After

    16 1 3m QN-16-1084 SamplingIron content

    (total iron)

    CO2corrosion

    mg/lNo limit

    defined

    After slug

    catcher

    Sample

    Manager

    Incrasing

    trend, (6, 6

    and 32

    mg/l)

    ~ max 10

    mg/l

    Max 14.8

    mg/l (3

    samples)

    Max 6.3

    mg/l (3

    samples)

    Max 17 mg/l

    (2 samples)

    Max 26 mg/l

    (2 samples)

    01

    QN-16-1084Sampling / Iron

    content

    (dissolved iron)

    LOCATION: After

    16 2 3m QN-16-1084 Sampling

    Iron content

    (dissolved

    iron)

    CO2corrosion

    mg/lNo limit

    defined

    After slug

    catcher

    Sample

    Manager

    Incrasing

    trend, (12, 7

    and 36

    mg/l)

    ~ 5 mg/l

    (only 1

    sampling)

    No

    sampling

    performed

    No

    sampling

    performed

    No

    sampling

    performed

    No

    sampling

    performed

    01

    QT-18-0638

    Erosion probe /

    Erosion

    LOCATION:

    Template A, well

    18 2 3m QT-18-0638Erosion

    probeEros ion Erosi on mi cron

    No limit

    defined.

    Template A,

    well 6PI Max. 47 Max. 46 Max. 46 Max. 39 Max. 38 Max. 37

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    Expert Group Meeting

    Typical members of the group:

    • Material & Corrosion Engineer (head of the group)

    • Area Inspection Engineer

    • Operations Representative

    • Process Engineer• Production Chemist

    • Pipeline Engineer

    • Maintenance Engineer

    • Technical Safety Engineer

    Meeting frequency: Every 2nd month

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    Modifications to CorrMngt System

    • Tests performed before start-

    up showed that the CI was

    effective after regeneration.

    • Concentration of CI was

    included as an IOW paramter

    to follow

    • Corrosion tests of field MEG

    show that the CI partly looses

    its effect after regeneration

    • IOW was then revised toinclude corrosion tests, in

    addition to CI concentration

    sampling

    Rich MEG

    Lean MEG

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    Modifications to CorrMngt System

    Original CI limits:

    Lean MEG: 200 ppm Rich MEG: 100 ppm

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    Monthly/Bi-monthly Evaluation

    QN-38-0686

    LabA -

    rotating1

    LabA -

    rotating2

    LabA -

    stationary1

    LabA -

    stationary2LabB rich lean rich lean rich lean rich lean rich lean

    End March 2008 MG exp group 0 300 390 60 70 100 110 80 92

     August 2008 MG exp group 5 0.11 0.14 0.06 0.1 230 290 80 100 90 100 80 92

    January 2009 MG exp group 9 0.12 0.16 0.06 130 170 110 130 200 240 77 92

     April 2009 MG exp group 12 0.08 110 150 80 95 180 210 6 6 6.9 75 92

    June 2009 MG exp group 1 0.04 0.02 0.03 200 250 95 110 190 210 6.1 6.4 6.9 76 92

    July 2009 MG exp group 2 0.03 230 330 95 120 210 210 6.2 6.4 6.4 76 91

     August 2009 MG exp group 3 0.04 230 330 120 140 200 230 6.3 6.7 6.3 70 90

    November 2009 MG exp group 2 0.06 270 330 no analysi o analysi o analysisno analysi 6 6.2 6.2 76 92

    December 2009 MG exp group 3 0.06 220 330 220 250 350 400 6.3 6.4 6.3 77 92

    March 2010 MG exp group 1 0.05 280 370 220 240 320 350 6.1 6.4 6.0 77 92

     April 2010 MG exp group 2 0.07 270 370 200 250 280 330 6 6.5 6.0 77 92

    July 2010 MG exp group 1 0.03 400 500 200 250 280 330 6.3 6.4 6.0 80 92

    September 2010 MG exp group 3 0.06 330 430 200 290 330 400 6.1 6.5 6.1 77 92

    October 2010 MG exp group 1 0.06 350 530 200 310 320 450 6.1 6.4 6.0 75 92

    November 2010 MG exp group 1 0.05 350 460 200 270 320 440 6 6.4 6.1 73 92December 2010 MG exp group 2 0.06 310 430 200 300 320 460 6.1 6.3 6.1 75 92

     April 2011 MG exp group 3 0.07 410 560 250 340 350 450 6.2 6.4 6.0 75 92

     April 2011 MG exp group 0 0.02 410 760 250 340 350 450 6.2 6.4 6.0 75 92

    Date Sign Review by

    No of

    months

    w ithout

    CI

    Rate (mm/year)

    QN-20-0121/QN-38-0686 QN-20-0121/QN-38-0686 QN-20-0121/QN-38-0686 QN-20-0121/QN-38-0686

    CI concentration (mg/l) Acetate

    concentration(mg/l)

    Formate concentration

    (mg/l)

    pH @1bar CO2 rich

    (lean) MEG

    pH @1bar

    CO2 rich

    MEG

    MEG concentration (%)

    QN-20-0121/QN-38-0686

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    Yearly Review• Review of all parametres collected last year

    • Review of all inspection results

    • HydroCor calculations

     –  Result is compared to corrosion tests of sampled MEG and rates found during

    qualification of chemicals

    • PipeRBA assessment gives pipeline remaining life and inspection due date

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    Follow-up of IOW

    1. Monthly to 3-Monthly review of most important parameters

    in IOW

    2. Yearly review of entire IOW + inspection results + experience

    from operation + HydroCor calculations + PipeRBA

    MIGHT LEAD TO A CHANGE IN PROTECTION PHILOSOPHY, PIGGING

    INTERVAL, CHANGES IN SAMPLING/MONITORING PROGRAM

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    Summary

    • By establishing a Corrosion Management system from day 1,

    this will be the tool to document any life extension in the

    future, if necessary

    • Early involvement in project phase (approx. 2 years before

    start-up) allowed us to have:

     –  Good understanding of challenges

     –  Good transfer from project (NH) to operation (Shell/MainTech)

     –  Good communication between disciplines, when in operation

    • Systemising useful information allows you to optimise yourrisk based decision, away from conservatism