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Exploring the Direct Relationship Between Transients and Wire Breaks February 9 2pm EST

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  • Exploring the Direct Relationship Between Transients and Wire Breaks

    February 9 2pm EST

  • Poll Question

    Do you have PCCP lines?

  • Poll Question

    Do you have a budget to repair or replace or do condition assessment of your transmission line (in the next 2 years)?

  • Reduction of Failure Risk of Prestressed Concrete Cylinder Pipe (PCCP) by

    Reduction in Maximum Pressure

    Rasko OjdrovicSimpson Gumpertz & Heger

    Webinar

    Direct Relationship Between Transients and Wire Breaks

    9 February 2017

    www.sgh.com

  • Simpson Gumpertz & Heger PCCP Pipeline Experience More than 25 years of research, analysis, design, condition

    assessment, failure investigation and repair of all kinds of pipelines

    Developed AWWA C304 standard for design of PCCP Developed AWWA C305 standard for CFRP repair design of

    PCCP Developed thrust restraint design procedure in AWWA M9

    Manual Developed procedure for risk assessment of PCCP with

    broken wires Developed Best Practices Manual for WRF Developed concrete pipeline risk ranking for EPRI 100s of projects for pipe investigation, condition assessment,

    failure risk analysis, repair prioritization and repair

  • Embedded Cylinder Pipe (ECP) andLined Cylinder Pipe (LCP)

    Prestressed Concrete Cylinder Pipe (PCCP)

  • PCCP Failure Risk Reduction

    This presentation will discuss failure risk reduction of PCCP lines by reduction of maximum transient pressures.

    Background on PCCP Structural Analysis of PCCP Failure risk analysis (fitness-for-service) Repair prioritization and repair options

  • Value

    PCCP lines can last a design life with high reliability if properly designed for loads and environment, manufactured, installed and operated

    One prevented pipe failure saves $$$$$$$ Rupture repair cost Business interruption Loss of production and revenue Collateral damages Environmental pollution Litigation

    Proactive preventive maintenance of pipelines extends the life of these major assets

  • Risk of Pipe Failure

    Likelihood of pipe failure depends on:

    Design adequacy (hoop and longitudainal effects) Manufactured quality of pipe and constitutive materials (Class IV wire, mortar

    coating, concrete core, etc.) Transportation and handling (damage) Installation (damage, poor bedding, etc.) Corrosivity of environment (Chlorides, pH, etc.) Third party damage Operation loads higher than design loads (soil cover height, live load, transient

    pressures)

    Higher than design pressures may cause cracking of mortar coating and other damage that may affect pipe durability, need for repair, and failure.

  • Solution Perform Failure Risk Analysis to determine benefits of pressure

    reduction Reduce maximum transient pressure

    Strength with contribution of soil

    Strength without contribution of soil

    Serviceability

    Damage

    RP1

    RP2

    RP3

    RP4

    +

    Length of Distress

  • PCCP Distress Signs Coating cracks and delaminations Corrosion of prestressing wires Broken prestressing wires Longitudinal cracks in inner core Hollow sounding inner core Corrosion of steel cylinder Leak (through joints or steel cylinder)

  • Mortar Coating

    Petrographic analysis of polished and thin sections, SEM Chloride ion concentration in the coating Unit weight, absorption and porosity Cracking significantly reduces protection provided by mortar coating

  • Prestressing Wire Breakage

    Corrosion Embrittlement

  • Corrosive Environment

    Chlorides Sulfates Acids Carbonation Stray currents Coating cracking exposes wires

    to corrosive environment

  • Installation and Damage

  • AWWA C304 Standard Limit state design procedure Validation testing of PCCP State of stress of PCCP accounting for

    creep, shrinkage and wire relaxation UDP program used for analysis and

    design of PCCP since 1992

    Structural Analysis of PCCP

  • 0

    5000

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    0 25 50 75 100 125 150 175 200 225

    Earth

    Loa

    d (lb

    /ft)

    Pressure (psi)

    Limit State Curves for Class 100 psi PipeCoreMicrocracking

    CoatingMicrocracking

    Cylinder Yield

    Wire fsg

    Wire yield

    0.75 f 'c

    Envelope

    Core Cracking

    Coating Cracking

    We

    Pw Pw + Pt

    Structural Analysis of PCCP Combined Loads

    PR50P

    6826 122.15156.5 153.46 165.93 205.03 410890.69Cylinder Yield (G)Wire fsg (H)Wire yield (I)0.75 f'c (J)Core Cracking (L)Coating Cracking (M)Pressures

    PressureCore MicrocrackingCoating MicrocrackingCore CrackingCoating CrackingCylinder YieldWire fsgWire yield0.75 f'cEnvelopeCore CrackingCoating Crackingxx+1xx+1xx+1xx+1xx+1xx+1xx+1

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