Explosion in gas pipeline: Witnesses' perceptions and expert analyses' results. (December 2019)
- Record Type:
- Journal Article
- Title:
- Explosion in gas pipeline: Witnesses' perceptions and expert analyses' results. (December 2019)
- Main Title:
- Explosion in gas pipeline: Witnesses' perceptions and expert analyses' results
- Authors:
- Cirimello, Pablo G.
Otegui, Jose L.
Buisel, Luis María - Abstract:
- Abstract: The failure of a 24"natural gas pipeline buried in the 1960s led to a blowout followed by fire. The damage caused the breakage and expulsion of 20 meters of tube; flames reached 30 meters high. The break occurred at the edge of a high transit route, in the opposite site of a thermoelectric plant, and under its high-voltage lines. The break was a consequence of a fracture propagated from a pre-existing defect in the reinforcement weld toe of a 3" connection to a nearby village, made 20 years before. The preexisting defect propagated from small weld anomalies, due to external loads related to soil instabilities: removal of top soil for pipe recoating and flooding due to extraordinary rains paired with the recent construction of a highway that distorted normal water flows. Lessons were also learned in terms of the role of witness recounts. Even after root causes were technically established, responsibility was erroneously attributed to high voltage cables (in the ignition of the gas cloud) and dynamic loads from traffic (as cause for leak), due in large part to the credibility given to initial descriptions. Witnesses identified three events: (1) a noise associated with the blow-out, (2) noise and flashes associated with electrical arcing and (3) the final explosion of the gas cloud, although they did not agree on the sequence of the first two events. The immediacy of the three events and the witnesses´ different places and distances from the blowout site justify theAbstract: The failure of a 24"natural gas pipeline buried in the 1960s led to a blowout followed by fire. The damage caused the breakage and expulsion of 20 meters of tube; flames reached 30 meters high. The break occurred at the edge of a high transit route, in the opposite site of a thermoelectric plant, and under its high-voltage lines. The break was a consequence of a fracture propagated from a pre-existing defect in the reinforcement weld toe of a 3" connection to a nearby village, made 20 years before. The preexisting defect propagated from small weld anomalies, due to external loads related to soil instabilities: removal of top soil for pipe recoating and flooding due to extraordinary rains paired with the recent construction of a highway that distorted normal water flows. Lessons were also learned in terms of the role of witness recounts. Even after root causes were technically established, responsibility was erroneously attributed to high voltage cables (in the ignition of the gas cloud) and dynamic loads from traffic (as cause for leak), due in large part to the credibility given to initial descriptions. Witnesses identified three events: (1) a noise associated with the blow-out, (2) noise and flashes associated with electrical arcing and (3) the final explosion of the gas cloud, although they did not agree on the sequence of the first two events. The immediacy of the three events and the witnesses´ different places and distances from the blowout site justify the differences of time between their perceptions of light and sound. Highlights: The failure of a 24″ pipeline buried in the 1960s led to a blowout followed by fire. The damage caused the breakage and expulsion of 20 m of tube; flames reached 30 m high. The break occurred at the edge of a high transit route, in the opposite site of a thermoelectric plant, and under its high-voltage lines. Witnesses identified three events: (1) a noise associated with the blow-out, (2) noise and flashes associated with electrical arcing and (3) the final explosion of the gas cloud. Witnesses did not agree on the sequence of the first two events. The immediacy of the three events and the witnesses´ different places and distances from the blowout site justify the differences of time between their perceptions of light and sound. … (more)
- Is Part Of:
- Engineering failure analysis. Volume 106(2019)
- Journal:
- Engineering failure analysis
- Issue:
- Volume 106(2019)
- Issue Display:
- Volume 106, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 106
- Issue:
- 2019
- Issue Sort Value:
- 2019-0106-2019-0000
- Page Start:
- Page End:
- Publication Date:
- 2019-12
- Subjects:
- Gas pipeline -- Blow out -- Weld defects -- Failure analysis -- Witness bias
System failures (Engineering) -- Periodicals
Fracture mechanics -- Periodicals
Reliability (Engineering) -- Periodicals
Pannes -- Périodiques
Rupture, Mécanique de la -- Périodiques
Fiabilité -- Périodiques
Fracture mechanics
Reliability (Engineering)
System failures (Engineering)
Periodicals
Electronic journals
620.112 - Journal URLs:
- http://www.sciencedirect.com/science/journal/13506307 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engfailanal.2019.08.008 ↗
- Languages:
- English
- ISSNs:
- 1350-6307
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3760.991000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 12108.xml