(Created page with " == Abstract == number of different methods that use signal processing of fluid transients (water hammer waves) for fault detection in pipes have been proposed in the last t...") |
m (Scipediacontent moved page Draft Content 756345354 to Zecchin et al 2013a) |
(No difference)
|
number of different methods that use signal processing of fluid transients (water hammer waves) for fault detection in pipes have been proposed in the last two decades. However, most of them focus solely on the detection of discrete deterioration, such as leaks or discrete blockages. Few studies have been conducted on the detection of distributed deterioration, such as extended sections of corrosion and extended blockages. This is despite the fact that they commonly exist and can have a severe negative impact on the operation of pipelines. The research reported here proposes a method of detecting distributed deterioration by investigating the time-domain water hammer response trace from a single pipe with a deteriorated section. Through wave analysis using a step pressure input, a theoretical square-shaped perturbation is found to exist in the transient pressure trace as a result of distributed deterioration. The hydraulic impedance of this section can be derived from the magnitude of the reflected pressure perturbation, while the location and length of the corresponding deteriorated section can be determined by using the arrival time and duration of the perturbation. The proposed method has been validated by analyzing experimental data measured from a pipe with a section of wall thickness change. Keywords: Pipelines, Fluid transients, Water distribution systems, Distributed deterioration, Extended blockages, Corrosion, Time-domain reflectometry
The different versions of the original document can be found in:
Published on 01/01/2013
Volume 2013, 2013
DOI: 10.1061/(asce)ps.1949-1204.0000111
Licence: CC BY-NC-SA license
Are you one of the authors of this document?