An overview of leaks and intrusion for different pipe materials and failures

Most leak management methods are focused on quantifying water losses, directly related to energy and resource waste. In this research work, a comprehensive review on relationship and modelling between pipe leaks, materials, and type of failures is presented. Information necessary to study the main defects of pipe materials has been compiled and the different causes of pipe failures were reviewed and analysed. As a result, types of failures were identified depending on the pipe surrounding, pipe material and mechanisms and stresses that support the pipes. A deep focus of the leak problem is presented, analysing intrusion flows and the related pressure variation using the volume through simple orifices with fixed and variable discharge area: Fixed And Variable Area Discharge (FAVAD theory). Finally, a new relationship is proposed between pipe defects and discharge coefficients, depending on the flow through failures (induced by leaks or intrusions).

[1]  Balvant Rajani,et al.  Comprehensive review of structural deterioration of water mains: physically based models , 2001 .

[2]  Magnus Moglia,et al.  A physical probabilistic model to predict failure rates in buried PVC pipelines , 2007, Reliab. Eng. Syst. Saf..

[3]  S Sægrov,et al.  Rehabilitation of water networks , 1999 .

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

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

[6]  D. Kelly O'Day Water Main Evaluation for Rehabilitation / Replacement , 1986 .

[7]  Duncan A. McInnis,et al.  A relative-risk framework for evaluating transient pathogen intrusion in distribution systems , 2004 .

[8]  J. E. van Zyl,et al.  An experimental investigation into the pressure - leakage relationship of some failed water pipes , 2007 .

[9]  James E. Funk,et al.  Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. I: Description of Test Rig and Chemical Tracer Method , 2004 .

[10]  R. C. C. Silva,et al.  A study of pipe interacting corrosion defects using the FEM and neural networks , 2007, Adv. Eng. Softw..

[11]  V. S. Hope,et al.  Environmental valuation and the economic level of leakage , 2001 .

[12]  Alison M. St. Clair,et al.  State-of-the-technology review on water pipe condition, deterioration and failure rate prediction models! , 2012 .

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

[14]  Helena M. Ramos,et al.  Water supply operation: diagnosis and reliability analysis in a Lisbon pumping system , 2010 .

[15]  Humberto Ávila,et al.  Calibración de parámetros de fugas en fallas longitudinales en tuberías de PVC , 2004 .

[16]  Zoran Kapelan,et al.  A review of methods for leakage management in pipe networks , 2010 .

[17]  B Rajani,et al.  Pipesoil interaction analysis of jointed water mains , 1996 .

[18]  J. Langhoff‐Roos State‐of‐the‐art review , 2016, Acta obstetricia et gynecologica Scandinavica.

[19]  Julian Thornton,et al.  PIPE LEAKAGE - FUTURE CHALLENGES AND SOLUTIONS , 1999 .

[20]  J. M. Makar,et al.  A preliminary analysis of failures in grey cast iron water pipes , 2000 .

[21]  Barry J. Adams,et al.  Evaluation of the properties of Toronto iron water mains and surrounding soil , 2002 .

[22]  Xitlali Delgado-Galván,et al.  CFD model of flow intrusion through a failure inside a pipe caused by negative pressure , 2009 .

[23]  Michèle Prévost,et al.  Assessing the public health risk of microbial intrusion events in distribution systems: conceptual model, available data, and challenges. , 2011, Water research.

[24]  Olof Bergstedt,et al.  Replacement predictions for drinking water networks through historical data. , 2012, Water research.

[25]  James E. Funk,et al.  Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. II: Volumetric Method and Comparison of Results , 2004 .