Gerald Laheij | March 8 th 2006

download Gerald Laheij | March 8 th  2006

If you can't read please download the document

description

Gerald Laheij | March 8 th 2006. Risk assessment on pipelines The Dutch approach. Workshop UN ECE. High pressure natural gas pipelines. Total length: 12000 kilometre Main transport pipelines 18- 48 inch (66 bar) Average depth of cover 1.75 meter Regional transport pipelines - PowerPoint PPT Presentation

Transcript of Gerald Laheij | March 8 th 2006

  • Gerald Laheij | March 8th 2006Risk assessment on pipelines The Dutch approachWorkshop UN ECE

  • High pressure natural gas pipelinesTotal length: 12000 kilometre

    Main transport pipelines18- 48 inch (66 bar)Average depth of cover 1.75 meter

    Regional transport pipelines2-16 inch (40 bar)Average depth of cover 1.2 meter

    Workshop UN ECE

  • Prevention of accidents

    Risk reduced as much as is reasonably practicable through measures at the sourceNumber of people exposed is reduced by a risk based zoning policyIndividual risk, creates distance between potential hazardous source and its surroundingsSocietal risk, limits the population density around the potential hazardous source

  • Risk measuresIndividual riskChance that an unprotected person residing permanently at a fixed location is killed as a result of an accident Presented as risk contours on a mapLimit for dwellings and vulnerable destinations, guidance value for less vulnerable destinations (10-6 per year)

    Workshop UN ECE

  • Risk measuresSocietal riskChance that in a single accident a certain number of victims is exceededPresented in a F-N curveJustification of new developmentsGuidance value, per km pipeline

    Workshop UN ECE

  • Standardised method

    Guidelines for quantitative risk assessment (QRA) are given in the Purple Book loss of containment events source term and dispersion exposure and damage calculation and presentation of results

    Guideline is reviewed, use of a single computer code

    Workshop UN ECE

  • Current building distances

    Building distances derived in 1984Building distance depends on diameter, pressure of pipeline, and vulnerability of objects (4 60 meter)Construction (wall thickness) of new pipelines depends on area classification

    Building distances are currently under revision

    Workshop UN ECE

  • Loss of containmentFull bore ruptures dominate the risk of natural gas pipelinesExternal interference main cause of failureFailure frequency depends on depth of cover and wall thickness

    Workshop UN ECE

  • Source term and dispersionPipeline rupture results in vertical jet which can igniteSource term, average release (first 20 seconds) Exposure dominated by effects of heat radiation

    Workshop UN ECE

  • Probability of ignition

    Casuistic available for rural areas, depends on diameter and pressure (5-80%)Influence build-up area not knownLarge scale experiments are planned

  • ConsequencesWorkshop UN ECEExample for a 12 inch pipeline

    Chart4

    14755

    14655

    14405

    14105

    14105

    14105

    14105

    current distance 1984

    Minimum wall thickness

    Maximum wall thickness

    Depth of cover (m)

    Distance

    Sheet1

    Diepteliggingcurrent distance 1984Minimum wall thicknessMaximum wall thickness

    0.814755

    114655

    1.214405

    1.414105

    1.614105

    1.814105

    214105

    Sheet1

    current distance 1984

    Minimum wall thickness

    Maximum wall thickness

    Diepteligging (m)

    Zoneringsafstand (m)

    Sheet2

    Sheet3

  • Additional measures

    Building distances (1984) normative distance for new building developments, additional measures at source may be necessary Obligatory one-call systemSupervision of pipeline operator (dangerous substance) Concrete slabs and warning tapes Warning marks, camera surveillance

    For new pipelines depth of cover and wall thickness are chosen such that distance to individual risk contour of 10-6 per year is less or equal to building distance of 1984.Workshop UN ECE