Water (Sep 2016)

Failure Analysis of a Water Supply Pumping Pipeline System

  • Oscar Pozos-Estrada,
  • Alejandro Sánchez-Huerta,
  • José Agustín Breña-Naranjo,
  • Adrián Pedrozo-Acuña

DOI
https://doi.org/10.3390/w8090395
Journal volume & issue
Vol. 8, no. 9
p. 395

Abstract

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This paper describes the most important results of a theoretical, experimental and in situ investigation developed in connection with a water supply pumping pipeline failure. This incident occurred after power failure of the pumping system that caused the burst of a prestressed concrete cylinder pipe (PCCP). Subsequently, numerous hydraulic transient simulations for different scenarios and various air pockets combinations were carried out in order to fully validate the diagnostic. As a result, it was determined that small air pocket volumes located along the pipeline profile were recognized as the direct cause of the PCCP rupture. Further, a detail survey of the pipeline was performed using a combination of non-destructive technologies in order to determine if immediate intervention was required to replace PCC pipes. In addition, a hydraulic model was employed to analyze the behavior of air pockets located at high points of the pipeline.

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