G - Engineering Design

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    Engineering Safety

    G - Engineering Controls

    Layers of Safety

    PPE

    EMERGENCY RESPONSE

    PHYSICAL

    SAFEGUARDS

    OPERATING PRACTICES

    CONTROL STRATEGY

    ENGINEERING

    PRACTICES

    TECHNOLOGYOP CONDITIONS

    Stages of safety

    Research Phase Engineering Phase Operating Phase

    Conception Approval Startup

       E   f   f  e  c   t   i  v  e  n  e  s  s   i  n   R   i  s   k

       R  e   d  u  c   t   i  o  n

    Inherent

    SafetyEngineered

    SafetyProcedural

    Safety

    Appraise Select Define Execute Operate

    ~ 4 years 25+ years

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    • Intensification – Less inventory• Substitution – Lower hazard materials

    • Attenuation – Reduce operating severity

    • Simplification – Simplify design

    Inherently safer systems are less likely toincur serious process incidents.

    Inherent Safety Principles

    Typical 30-year old platform design

    Single platform

    Some risers beneathaccommodation module

    No subsea check or block valveson import / export pipelines

    Limited fire and blast proofing

    Wind-walls

    All piping in carbon steel

    Large hydrocarbon inventories.

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    Inherently Safer Design PhilosophyHAZARD ELIMINATION is better than

    PREVENTION is better than

    CONTROL is better than

    MITIGATION is better than

    EMERGENCY RESPONSE

    AND

    PASSIVE controls are more reliable than

    ACTIVE controls are more reliable than

    OPERATIONAL or PROCEDURAL controls.

    Inherently safer design: Tangguh

    No hydrocarbon

    processing to reduce leaks

    and inventories

    Open layout and grateddecks to increase gas

    dispersion

    No helicoptersphi losophy to

    minimise hazards

    No platform power

    generation to avoid

    hazardous storage and

    operations

    NUI with no overnight

    accommodation to avoidpersonnel exposure

    CRA piping to eliminate

    corrosion

    Topsides rated for

    WHSP to simplify andavoid overpressure

    Export riser locatedwithin structure

    Corrosion resistant well flowlines

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    Which is inherently safer?

    Stainless steel wet gas line

    Carbon steeldry gas line

    • Balance of process / maintenance, ergonomics andsafety vs. economics.

    • Process incidents with widespread effects willdictate maximum spacing.

    • Industry spacing guidelines are a bare minimum.

    • Industry spacing is generally based on firescenarios.

    • Separate large inventories from potential ignitionsources.

    Layout and Spacing

    Layout and Spacing

    Property Line

    Maintenance

    &

    Warehouse

    TankageBlock 

    Flare

    N

    S

    W   E

    Prevailing Wind 

    Mid Tier 

    Pelletizing

    And

    Packaging

    Lower Tier 

    Unimproved Land

    Upper Tier 

    Main Road 

    Cooling

    Tower 

    Ethylene

    Low Pressure

    Polyethylene

    Ethylene

    Glycol

    Offices

    Offices

    Parking

    Control

    Room

    Gate Gate

    Process

    Block 

    Offices

    Office

    Block

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    Layout and Spacing

    Systematic evaluation of building occupant risk as aresult of various external hazards.

    Building poses risk to occupants because of:

    1. People congregated near hazards

    2. Structural integrity

    3. Internal hazards

    Facility Siting Studies

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    • Examine strength of buildings – How blastresistant?

    • Examine other physical hazards resulting fromdamage to buildings. i.e. Glass, toxic vapors intoducting, office furniture.

    • Is a plan in place to evacuate and relocatepersonnel in an emergency?

    • Is the facility suitable for shelter-in-place?

    Facility Siting Studies

    Major Concerns?

    • Cover glass windows with protective film.

    • Remove windows.

    • Remove light temporary buildings.

    • Relocate personnel.

    • Apply structural modifications.

    -------------------------------------------------------

    • Demolish / replace with more robust structure.

    • Erect new blast resistant structure.

    Strategy for existing buildings

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    • Grading should slope away from fuel sources orcritical equipment.

    • Sewer system should be sized to handle– storm runoff, or– firewater, and– maximum release from major equipment

    failure.

    • Multiple catch basins reduce the travel time /distance and reduce the surface area for apotential fire.

    Drainage

    • Need to segregate incompatible materials.

    • Sewer design must recognize plugging potential.provide means of clearing.

    • Sewers must not permit the passage of flammablevapor (use traps).

    • Integrated approach to layout, grading and sewersis required.

    • May impact relief system sizing.

    Drainage

    System Isolation

    • An essential safeguard for any hazardousprocess

    • Permits safe inspection and maintenance

    • Prevents the interaction of hazardous and nonhazardous materials

    • Isolates energy sources from hazardousmaterials

    • Reduces the size of a hazardous release –isolatable inventories

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    Process Plant and Equipment

    • Commit to quality engineering standards

    • Material selection to match conditions

    • Design to full range of service conditions

    • Quality control during fabrication andconstruction

    • Operate within safe operating envelope• Routine inspection and maintenance

    Engineering Design

    SAFE – RELIABLE - SUSTAINABLE

    Krechba

    Case History – CH13

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    Case History 13-Krechba

    2004 – BP Krecha (In-Salah) Gas Gathering Center,Algeria• Two nearly identical gas processing trains that treat

    gas from remote production centers.• Facility provides glycol dehydration and CO2 removal

    to sales gas spec for export via pipeline to Hassi R’Mel.

    • Plant was in final stages of commissioning.• 6 in (150 mm) line taking gas off the top of the glycol

    contactor to the flare header failed catastrophically .• Wind was blowing away from the plant and gas did not

    ignite.

    What Happened

    • Train 1 had been flowing gas for a couple ofweeks, Train 2 was brought on stream the day ofthe incident.

    • Within hours of start-up, problems with the CO2plant resulted in gas being diverted to flare.

    • During Train 1 start-up, the flare system seemedexcessively noisy.

    • As Train 2 started to send gas to flare thesituation became worse.

    • Within hours the 6 in (150 mm) line taking gasoff the top of the glycol contactor to the flareheader failed catastrophically at the header.

    Damage Details

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    Why It Happened

    • The 6 in (150 mm) line connecting the glycolcontactor to the flare header was too small (itshould have been 12 in (300 mm)).

    • The under-design caused sonic velocities resultingin excessive vibration and very rapid fatiguefailure.

    • Design failed to appreciate the importance of theblow down system to the safety of operations.

    • No follow through on PHSSER/HAZOP findings.• Commissioning team did not adequately respond to

    excessive noise and vibration in the blow-downsystem.

    Major Lessons Learned

    • The basis of design and pipingcalculations for the system mustconsider all operating modes.

    • A sound design QA/QCprocedure must be available andfully utilized.

    • Project HAZOP reviews mustinclude all systems, and allHAZOP recommendations mustbe closed out beforecommissioning.

    E n  g i n e e r i n  g  S  y s t e m s T r a i n i n  g / C o m  p e t e n c  y 

    P r e - s t a r t u  p S a f e t  y  R e v i e w s 

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    • Determined by inventory requirements and holdupconsiderations.

    • Limited by transportation systems.

    • Large size equipment is more prone to failure fromlocalized stresses.

    • Difficult to establish process control within allparts of large complex systems.

    • Difficult to establish equilibrium in large vesselsand reactors.

    Equipment Sizing