Prediction of Asbestos Cement Water Pipe Aging and Pipe Prioritization Using Monte Carlo Simulation

For buried Asbestos cement (AC) pipes in service, internal and external surface degradation occur by dissolution or leaching of cement-based components leading to loss of pipe strength. Since water quality and soil environment cannot be completely specified along a pipeline, a management methodology for AC water pipelines is required to estimate the probability of pipe failure as ageing proceeds. The paper describes the technique and its application to experimental data, which illustrates in three parts. First, the degradation rates in AC pipes are computed from 360 aggregated independent pipe segments residual strength test data taken from different pipe diameter sizes used in various water utilities locations in Thailand. Second, the predictions of service lifetime for AC pipes are estimated using Monte Carlo simulation in conjunction with the physical failure state formulations. Output from the simulation provides a number of failures recorded over time, which then allows the economic analysis for optimal pipe replacement scheduling. All is described in the third part. The end results can be used for water utilities to allocate government funds for future pipe maintenance activities.

[1]  E Dybing,et al.  [Drinking water and health]. , 1994, Tidsskrift for den Norske laegeforening : tidsskrift for praktisk medicin, ny raekke.

[2]  Stewart Burn,et al.  Failure prediction and optimal scheduling of replacements in asbestos cement water pipes , 2008 .

[3]  Michael R. Schock,et al.  The behavior of asbestos-cement pipe under various water quality conditions: Part 2, theoretical considerations , 1981 .

[4]  Zheng Liu,et al.  State of the art review of inspection technologies for condition assessment of water pipes , 2013 .

[5]  A. Al-Adeeb,et al.  LEACHING CORROSION OF ASBESTOS CEMENT PIPES , 1984 .

[6]  Balvant Rajani,et al.  Comprehensive review of structural deterioration of water mains: statistical models , 2001 .

[7]  A. Katz Effect of fiber modulus of elasticity on the long term properties of micro-fiber reinforced cementitious composites , 1996 .

[8]  Amarjit Singh,et al.  Bathtub curves and pipe prioritization based on failure rate , 2013 .

[9]  James R. Millette,et al.  The Behavior of Asbestos–Cement Pipe Under Various Water Quality Conditions: A Progress Report , 1980 .

[10]  Y Hu,et al.  Factors contributing to the failure of asbestos cement water mains , 2007 .

[11]  L. Coppola,et al.  Sulfate Attack on Blended Portland Cements , 2000, SP-192: 2000 Canmet/ACI Conference on Durability of Concrete.

[12]  M. A. Matti,et al.  Sulphate attack on asbestos cement pipes , 1985 .

[13]  Katarzyna Pietrucha-Urbanik,et al.  Failure analysis and assessment on the exemplary water supply network , 2015 .

[14]  R. J. Sweitzer,et al.  Solution Effects of Water on Cement and Concrete in Pipe , 1955 .

[15]  Harold L. Olson,et al.  Asbestos in Potable‐Water Supplies , 1974 .

[16]  M. Muir,et al.  Chemical Equilibrium , 1880, Nature.