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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
10000
15000
20000
25000
30000
35000
40000
45000
50000
55000
60000
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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