While the use of environmental factors in the analysis and prediction of failures of buried reticulation pipes in cold environments has been the focus of extensive work, the same cannot be said for failures occurring on pipes in other (non-freezing) environments. A novel analysis of pipe failures in such an environment is the subject of this paper. An exploratory statistical analysis was undertaken, identifying a peak in failure rates during mid to late summer. This peak was found to correspond to a peak in the rate of circumferential failures, whilst the rate of longitudinal failures remained constant. Investigation into the effect of climate on failure rates revealed that the peak in failure rates occurs due to differential soil movement as the result of shrinkage in expansive soils.
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Research Article|
June 01 2011
Seasonal factors influencing the failure of buried water reticulation pipes Available to Purchase
S. J. F. Gould;
S. J. F. Gould
1Department of Civil Engineering, Monash University, Melbourne, VIC, Australia
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F. A. Boulaire;
F. A. Boulaire
2CSIRO Land and Water, Highett, VIC, Australia
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S. Burn;
S. Burn
2CSIRO Land and Water, Highett, VIC, Australia
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X. L. Zhao;
X. L. Zhao
1Department of Civil Engineering, Monash University, Melbourne, VIC, Australia
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J. K. Kodikara
1Department of Civil Engineering, Monash University, Melbourne, VIC, Australia
E-mail: [email protected]
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Water Sci Technol (2011) 63 (11): 2692–2699.
Citation
S. J. F. Gould, F. A. Boulaire, S. Burn, X. L. Zhao, J. K. Kodikara; Seasonal factors influencing the failure of buried water reticulation pipes. Water Sci Technol 1 June 2011; 63 (11): 2692–2699. doi: https://doi.org/10.2166/wst.2011.507
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