13.12.2012 Views

JPE - Sept09 - cover2-4.pmd - Pipes & Pipelines International ...

JPE - Sept09 - cover2-4.pmd - Pipes & Pipelines International ...

JPE - Sept09 - cover2-4.pmd - Pipes & Pipelines International ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

176<br />

Background on case study<br />

The Camisea system consists of a buried natural gas (NG)<br />

pipeline and a buried natural gas liquid (NGL) pipeline.<br />

The NGL pipeline transports liquid condensates from<br />

Malvinas in the Peruvian Amazon to a fractionation plant<br />

near Pisco, on the coast of Peru south of Lima (see Fig.1).<br />

The pipeline starts in the jungle (“selva”) and climbs up the<br />

east slopes of the Andes Mountains (“sierra”) to a height of<br />

approximately 4,800m, from where it drops steeply towards<br />

the coastal (“costa”) city of Pisco. The NGL pipeline is<br />

approximately 561km long, and telescopes from a nominal<br />

pipe diameter of 14 to 10.75in. The wall thickness of the<br />

NGL pipeline ranges between 0.219 and 0.469in. The 734km<br />

long and larger-diameter NG pipeline shares the same<br />

right-of-way (RoW) along its initial 550km until it follows<br />

the Pacific coast towards Lima. Both pipelines are<br />

constructed of tubular high-strength steel (X70) in<br />

conformance with the American Petroleum Institute (API)<br />

5L standard, welded and inspected per API 1104, and<br />

The Journal of Pipeline Engineering<br />

Mountains, the Camisea transportation system, which is buried in a region where landslides and other<br />

geological hazards are common.<br />

In this paper an elastic plastic fracture mechanics analysis of a pipeline is presented that ruptured due to<br />

external soil loading, to evaluate possible loading conditions and correlate the observed crack propagation<br />

with possible external loading conditions. Next a fracture mechanics based performance criterion is derived<br />

for the most commonly used in-line inspection (ILI) methods, to detect these circumferential cracks; i.e.<br />

the magnetic flux leakage (MFL) tool.<br />

Fig.1. Alignment of the NGL and NG pipeline of the Camisea system in Peru [5].<br />

protected by a triple layer of polyethylene. All girth welds<br />

were x-rayed 24hrs after welding and evaluated per API<br />

1104 [5, 6].<br />

Since the Camisea Transportation System was brought<br />

into service in August, 2004, the NGL pipeline has<br />

experienced six spill incidents involving a release of NGL;<br />

however, no incident has been reported for the NG pipeline<br />

(see Fig.1). Three of these failures occurred at girth welds<br />

and were determined to result from soil loading due to<br />

ground movement [5]. Overall the Camisea pipeline system<br />

has experienced a spill incident rate of approximately 1.1<br />

spill incidents 2 per 1000 km year, which is slightly larger<br />

than the spill incident rate of contemporary South American<br />

pipelines through similar regions that were constructed<br />

with the newest geotechnical means. However, the spill<br />

incident rate of the Camisea system should improve because<br />

2 Using the combined length of the NG and NGL pipeline.<br />

Sample issue

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!