Predicting Ruptures on Operating Pipeline
651 Dauntless Pkwy, Elmont, NY 11003
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/ PROP System Variables
OUR VARIABLES
VARIABLES ASSOCIATED WITH PIPELINE RUPTURE
Age
Size
Material Type
Pipe Wall Thickness
Pipe Dents and Gouges
Flow Reversals/ Change in Flow Rate
Graphitization
Internal Pipe Pressure
Hoop Stress
Soil type/ conditions
Vibration
Weather
Heat/ Cold
Other Construction Activity Nearby
Contractor Damage
Operator Error
Frost Cap
Pipe Depth
Frost Heaving
Internal and/ or External Corrosion
Gas Main Replacement Strategy
Gas Leak Survey Strategy
Soil Erosion
Water Main Breaks
Drought
Poor Workmanship
Traffic Loading Conditions
Other Utility Companies Construction Activity
Previous Gas Main Break Activity
Water Temperature
Air Temperature
Ground Settlement
Pipe/ Rock Contact
Loss of Bedding Support (Creating Bending or Flexural Stress)
Thermal Stresses
Pavement Type (Dead Load on Pipe)
Internal Pipe Friction
Mechanical Failure
Hydraulic Scouring
Weld Defects
Wrong Backfill Material Damaged Pipe or Coating
Earthquakes
Rain Deficit
Corrosion/ Stray Currents
Ground Temperature
Deteriorating Joints and Fittings
Soil Contamination
Ground Water
Sinkholes
Abandoned/ Corroded & Underground Facilities
Uncharted Underground Streams
Other Underground Facility Ruptures
Ground Movement/ Unstable Soil Conditions