Abstract

The development of gas fields in the Peruvian Amazon jungle required the construction of new pipelines in unexplored tropical forest areas, which faced unexpected logistic and operative difficulties, including several leaks and ruptures. This article briefly describes those early failures and how collaboration among people with notable different interests, work cultures, and idiosyncrasies could eventually handle the pressure by regulatory agencies, shareholders, media, environmental NGOs, and political parties. All failures in the forest were due to soil movements, related to a poor understanding of topological and geotechnical characteristics of the hilly forest, and how water flow influenced soil stability. The reasons for public outrage after the failures are discussed, including politically fueled nationalistic sentiments, transnationally driven natural resource exploitation and indigenous power struggles. The oil and gas development was itself the main reason for most trouble; but leaks and failures severely weakened the position of the operator, who then implemented some methods to regain public consensus.

References

1.
ASME,
2004
, “
ASME Boiler & Pressure Vessel Code
,” The American Society of Mechanical Engineers, New York, Standard No. B.89.422.
2.
ASME,
2004
, “
ASME Code: Managing System Integrity of Gas Pipelines
,” American Society of Mechanical Engineers, New York, Standard No. B31.8S-2004.
3.
Honegger
,
D. G.
,
Hart
,
J. D.
,
Phillips
,
R.
, and
Popelar
,
C.
,
2010
, “
Recent PRCI Guidelines for Pipelines Exposed to Landslide and Ground Subsidence Hazards
,”
ASME
Paper No. IPC2010-31311.10.1115/IPC2010-31311
4.
Han
,
B.
,
Wang
,
Z.
,
Zhao
,
H.
,
Jing
,
H.
, and
Wu
,
Z.
,.
2012
, “
Strain-Based Design for Buried Pipelines Subjected to Landslides
,”
Pet Sci.
,
9
(
2
), pp.
236
241
.10.1007/s12182-012-0204-y
5.
Lee
,
E. M.
,
Audibert
,
J. M. E.
,
Hengesh
,
J. V.
, and
Nyman
,
D. J.
,
2009
, “
Landslide-Related Ruptures of the Camisea Pipeline System, Peru
,”
Q. J. Eng. Geol. Hydrogeol.
,
42
(
2
), pp.
251
259
.10.1144/1470-9236/08-061
6.
ASME,
1998
, “
ASME Code: Pipeline Transportation Systems for Liquid Hydrocarbons and Other Liquids
,” American Society of Mechanical Engineers, New York, Standard No. B31.4-1998.
7.
API
,
1999
, “
Welding of Pipelines and Related Facilities
,” American Petroleum Institute, Washington, DC, Standard No. API STD 1104.
8.
API
,
2004
, “
Specification for Line Pipe
,” 44th. ed.,
American Petroleum Institute
,
Washington, DC
, Standard No. API 5 L.
9.
Otegui
,
J. L.
,
2018
, “
A Perspective on Real Life Applications of Failure Analysis in Mechanical Components
,”
ICEFA VIII, Eighth International Conference on Engineering Failure Analysis
, Budapest, Hungary, July
8
11
.
10.
Andreucci
,
D.
, and
Kallis
,
G.
,
2017
, “
Governmentality, Development and the Violence of Natural Resource Extraction in Peru
,”
Ecol. Econ.
,
134
, pp.
95
103
.10.1016/j.ecolecon.2017.01.003
11.
Laurance
,
W. F.
,
Goosem
,
M.
, and
Laurance
,
S. G. W.
,
2009
, “
Impacts of Roads and Linear Clearings on Tropical Forests
,”
Trends Ecol. Evol.
,
24
(
12
), pp.
659
669
.10.1016/j.tree.2009.06.009
12.
Salazar Tirado
,
C.
,
2006
, “
Evaluación de Fallas en Tuberías del Proyecto Camisea y Soluciones a Largo Plazo
,” E-Tech Internacional, Santa Fe, NM, accessed Sept. 17, 2019, www.etechinternational.org
13.
Knell Griessbach
,
H.
, and
Jácome
,
J. S.
,
2006
, “
Denuncia Presentada por E-TECH International Sobre el Sistema de Transportes por Ductos del Proyecto Camisea
,” OSINERG, Organismo Supervisor de la Inversión en Energía y Minería, Lima, Perú, Report No 126528.
14.
Barrera-Hernández
,
L.
,
2009
, “
Peruvian Indigenous Land Conflict Explained: Americas Quartely
,” New York, accessed June 12, 2019, http://www.americasquarterly.org/peruvian-protests-explained
15.
Otegui
,
J. L.
,
2014
,
Failure Analysis: Fundamentals and Applications in Mechanical Components
, 1st ed.,
Springer
,
Basel, Switzerland
.
16.
Kunert
,
H. G.
,
Márquez
,
A. A.
,
Fazzini
,
P.
, and
Otegui
,
J. L.
,
2015
, “
Failures and Integrity of Pipelines Subjected to Soil Movements
,”
Materials Failure Analysis With Case Studies From the Oil and Gas Industry
,
H. M.
Abdel Salam
, ed.,
Elsevier
,
Amsterdam, The Netherlands
.
17.
Kunert
,
H.
,
Otegui
,
J. L.
,
Márquez
,
A.
, and
Fazzini
,
P.
,
2012
, “
Nonlinear FEM Strategies for Modeling Pipe–Soil Interaction
,”
Eng. Failure Anal.
,
24
, pp.
46
56
.10.1016/j.engfailanal.2012.03.008
18.
Velazquez
,
F.
, and
Romero
,
A.
,
2012
, “
Slope Stabilization for the Camisea Gas Pipeline System Using Foundation Structures Based on Deep Piles in Soft Soil
,” World Gas Conference, Kuala Lumpur, Malaysia, July
8
11
.
19.
Escobar Torio
,
J. J.
, and
Tam
,
C.-L.
,
2018
, “
Indigenous Power Struggles in the Peruvian Amazon: A Spatio-Cultural Analysis of Communication
,”
Environ. Commun.
,
12
(
4
), pp.
480
494
.10.1080/17524032.2017.1371055
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