CATEGORY: PIPES & PIPELINES
This publication is an outcome from the Advanced
Condition Assessment and Pipe Failure Prediction Project funded by Sydney Water
Corporation, Water Research Foundation of the USA, Melbourne Water, Water
Corporation (WA), UK Water Industry Research Ltd, South Australia Water
Corporation, South East Water, Hunter Water Corporation, City West Water,
Monash University, University of Technology Sydney and University of Newcastle.
The research partners are Monash University (lead), University of Technology
Sydney and University of Newcastle.
A
Live Test-Bed For The Advancement Of Condition Assessment And Failure
Prediction Research On Critical Pipes
Jaime Valls Miro*, Jeya Rajalingam**, Teresa Vidal-Calleja*, Freek
de Bruijn*, Roger Wood**, Dammika Vitanage**, Nalika Ulapane*, Buddhi
Wijerathna* and Daoblige Su*
*Centre for Autonomous Systems, University of Technology, Sydney
Jaime.VallsMiro@uts.edu.au , Teresa.VidalCalleja@uts.edu.au
, Freek.deBruijn@uts.edu.au
**Sydney Water, 1 Smith Street, Parramatta, NSW 2150
Jeya.Rajalingam@sydneywater.com.au
, Roger.Wood@sydneywater.com.au
, Dammika.Vitanage@sydneywater.com.au
Abstract
The prediction of a pipe’s remaining life, especially for critical water mains,
is important for developing effective renewal programs to manage pipe
infrastructure and reducing the incidence of catastrophic failures, which
impacts communities. A better understanding of the current condition and
performance of buried water mains and sewer pressure mains is an important
first step to help achieve improved understanding of remaining life. This has
been identified by WSAA members as a high priority for research and
collaboration. Despite this, one of the key factors impacting on condition
assessment is the lack of data on large pipes. This is not only an issue for
Sydney Water and other Australian water utilities, it is an international
challenge.
An
experimental test-bed has been established as part of a larger collaborative
research team of Australian and international researchers and a consortium of
national and international agencies to improve the technological and financial
management of buried water mains. To this end, the test-bed is being used for
parallel research activities to deliver essential knowledge and guidance on the
cause/effect of failure and for corrosion modelling.
The test bed will address a number of knowledge gaps by generating
data under controlled conditions. A verification method based on
high-resolution geometric 3D laser scans of the exhumed and grit-blasted pipes
together with algorithms to extract the pipe wall thickness out of the 3D
geometric models, combined with lower-resolution ultrasonic measurements, is
proposed to accurately determine the actual thickness of the pipes at a large
scale. The set-up has allowed different condition assessment techniques to be
applied to understand how their measurements relate to the pipe condition in
terms of pitting, corrosion, structure etc., and to enhance their data
interpretation with novel data mining techniques. The pipe used for the
test-bed is a 1.5 km long section of 600mm cement lined cast iron pipe at
Strathfield, Sydney, which was decommissioned due to poor condition. Examples
from a number of large pipe segments from the test-bed will demonstrate the
effectiveness of the proposed methodologies.
Free Full Text Source: http://www.criticalpipes.com/wp-content/uploads/2013/09/JMiro.pdf
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