Technical Papers
Jan 13, 2016

Numerical Simulation of Pressure Transients in Water Supply Networks as Applicable to Critical Water Pipe Asset Management

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 6

Abstract

It is well known that internal water pressure, including pressure transients, in water supply networks is a major contributing factor in many pipe failures. Reliable prediction of pipe failures needs accurate information about critical contributing factors such as internal water pressure. This paper reports on a numerical study of transient pressure development following a pressure-monitoring program. Two large water supply network sections were considered, and pressure transient hydraulic models were developed using a relevant computer program. Extended-period simulations (EPSs) were conducted for each section to understand its steady-state operation during normal operation. The pressure transient models were validated using field pressure data, which were measured using high-speed pressure-monitoring equipment installed at selected locations in both network sections. A methodology is proposed to integrate the results of these simulations in a water utility asset management database to improve pipe failure prediction.

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Acknowledgments

This publication is an outcome of Advanced Condition Assessment and Pipe Failure Prediction Project funded by Sydney Water Corporation, Water Research Foundation (United States), Melbourne Water Corporation (WA), Water Industry Research Ltd. (United Kingdom), the South Australia Water Corporation, South East Water, Hunter Water Corporation, and City West Water. Research partners were Monash University (lead), University of Technology Sydney, and University of Newcastle. The authors appreciate the contribution of the water utility crew during the field work and the technical support provided by Dr. Don J. Wood.

References

Ahamd, A., and Shahrour, I. (2007). “Analysis of water mains failure frequencies: Artificial neural networks versus Poisson regression, case study–Sanandaj-Iran.” Proc., ASME 2007 Int. Mechanical Engineering Congress and Exposition, American Society of Mechanical Engineers, Washington, DC, 195–202.
ArcGIS [Computer software]. KYPipe, Redlands, CA.
Chaudhry, M. H. (1979). Applied hydraulic transients, Van Nostrand Reinhold, New York.
Daily, J. W., Hankey, W. L., Olive, R. W., and Jordan, J. M. (1956). “Resistance coefficients for accelerated and decelerated flows through smooth tubes and orifices.” Trans. ASME, 78(7), 1071–1077.
Davis, P., Burn, S., Moglia, M., and Gould, S. (2007). “A physical probabilistic model to predict failure rates in buried PVC pipelines.” Reliab. Eng. Syst. Saf., 92(9), 1258–1266.
Davis, P., De Silva, D., Marlow, D., Moglia, M., Gould, S., and Burn, S. (2008). “Failure prediction and optimal scheduling of replacements in asbestos cement water pipes.” AQUA-J. Water Supply, 57(4), 239–252.
Ebacher, G., Besner, M. C., Lavoie, J., Jung, B. S., Karney, B. W., and Prévost, M. (2010). “Transient modeling of a full-scale distribution system: Comparison with field data.” J. Water Resour. Plann. Manage., 173–182.
Fleming, K. K., Dugandzic, J. P., LeChevallier, M. W., and Gullick, R. W. (2006). “Susceptibility of distribution systems to negative pressure transients.” American Water Work Association Research Foundation, Denver.
Friedman, M., et al. (2004). “Verification and control of pressure transients and intrusion in distribution systems.” American Water Work Association Research Foundation, Denver.
Gong, J., Lambert, M. F., Simpson, A. R., and Zecchin, A. C. (2014). “Detection of localized deterioration distributed along single pipelines by reconstructive MOC analysis.” J. Hydr. Eng., 190–198.
Ji, J., Zhang, C., Kodikara, J., and Yang, S.-Q. (2015). “Prediction of stress concentration factor of corrosion pits on buried pipes by least squares support vector machine.” Eng. Failure Anal., 55(9), 131–138.
Jung, B. S., Boulos, P. F., and Wood, D. J. (2007a). “Pitfalls of water distribution model skeletonization for surge analysis.” J. Am. Water Work Assoc., 99(12), 87–98.
Jung, B. S., Boulos, P. F., and Wood, D. J. (2009). “Effect of pressure-sensitive demand on surge analysis.” J. Am. Water Work Assoc., 101(4), 100–111.
Jung, B. S., Karney, B. W., Boulos, P. F., and Wood, D. J. (2007b). “The need for comprehensive transient analysis of distribution systems.” J. Am. Water Work Assoc., 99(1), 112–123.
Karney, B. W., and Filion, Y. R. (2003). “Energy dissipation mechanisms in water distribution systems.” Proc., ASME/JSME 2003 4th Joint Fluids Summer Engineering Conf., ASME, New York, 2771–2778.
Karney, B. W., and McInnis, D. (1990). “Transient analysis of water distribution systems.” J. Am. Water Work Assoc., 82(7), 62–70.
Keller, R. (2014). “Investigation of severe water hammer in a large pump station: Case study.” Proc., Pipelines 2014 from Underground to the Forefront of Innovation and Sustainability, ASCE, Reston, VA, 1392–1401.
Kottmann, A. (1994). “Pipe damage due to air pockets in low pressure piping.” Proc., 2nd Int. Conf. on Water Pipeline Systems, Edinburgh.
Lingireddy, S., Wood, D. J., and Zloczower, N. (2004). “Pressure surges in pipeline systems resulting from air releases.” J. Am. Water Work Assoc., 96(7), 88–94.
Makar, J. (2000). “A preliminary analysis of failures in grey cast iron water pipes.” Eng. Failure Anal., 7(1), 43–53.
McInnis, D., and Karney, B. W. (1995). “Transients in distribution networks: Field tests and demand models.” J. Hydr. Eng., 218–231.
Misiunas, D., Vítkovský, J., Olsson, G., Simpson, A., and Lambert, M. (2005). “Pipeline break detection using pressure transient monitoring.” J. Water Resour. Plann. Manage., 316–325.
Morris, R. E. (1967). “Principal causes and remedies of water main breaks.” J. Am. Water Work Assoc., 59(7), 782–798.
Park, S., Jun, H., Agbenowosi, N., Kim, B. J., and Lim, K. (2011). “The proportional hazards modeling of water main failure data incorporating the time-dependent effects of covariates.” Water Resour. Manage., 25(1), 1–19.
Rajani, B., and Abdel-Akher, A. (2012). “Re-assessment of resistance of cast iron pipes subjected to vertical loads and internal pressure.” Eng. Struct., 45, 192–212.
Rajani, B., Lewandowski, J., and Margevicius, A. (2012). “Failure analysis of cast iron trunk main in Cleveland, Ohio.” J. Failure Anal. Prev., 12(3), 217–236.
Rajani, B., and Makar, J. (2000). “A methodology to estimate remaining service life of grey cast iron water mains.” Can. J. Civ. Eng., 27(6), 1259–1272.
Rajani, B., Zhan, C., and Kuraoka, S. (1996). “Pipe soil interaction analysis of jointed water mains.” Can. Geotech. J., 33(3), 393–404.
Rajeev, P., Kodikara, J., Robert, D., Zeman, P., and Rajani, B. (2014). “Factors contributing to large diameter water pipe failure.” Water Asset Manage. Int., 10(3), 09–14.
Rossman, L. A. (2000). “EPANET 2 users manual.” U.S. EPA, Water Supply and Water Resources Division, National Risk Management Research Laboratory, Cincinnati.
Shuy, E. (1996). “Wall shear stress in accelerating and decelerating turbulent pipe flows.” J. Hydraul. Res., 34(2), 173–183.
Surge2010 [Computer software]. KYPipe, Cary, NC.
Svindland, R. C. (2005). “Predicting the location and duration of transient induced low or negative pressures within a large water distribution system.” M.S. thesis, Univ. of Kentucky, Lexington, KY.
Thorley, A. D. (1991). Fluid transients in pipeline systems, D. & L. George, Herts, U.K.
Vardy, A. E., and Brown, J. M. (2007). “Approximation of turbulent wall shear stresses in highly transient pipe flows.” J. Hydr. Eng., 1219–1228.
Vardy, A. E., and Hwang, K. L. (1991). “A characteristics model of transient friction in pipes.” J. Hydraul. Res., 29(5), 669–684.
Vardy, A. E., Hwang, K. L., and Brown, J. M. B. (1993). “A weighting function model of transient turbulent pipe friction.” J. Hydraul. Res., 31(4), 533–548.
Vitanage, D. C., Kodikara, J., and Allen, G. (2014). “Collaborative research on condition assessment and pipe failure prediction for critical water mains.” Water Asset Manage. Int., 10(3), 15–18.
Vítkovský, J. P., Bergant, A., Simpson, A. R., and Lambert, M. F. (2006). “Systematic evaluation of one-dimensional unsteady friction models in simple pipelines.” J. Hydr. Eng., 696–708.
Vítkovský, J. P., Simpson, A. R., and Lambert, M. F. (2000). “Leak detection and calibration using transients and genetic algorithms.” J. Water Resour. Plann. Manage., 262–265.
Wang, R., Wang, Z., Wang, X., Yang, H., and Sun, J. (2013). “Pipe burst risk state assessment and classification based on water hammer analysis for water supply networks.” J. Water Resour. Plann. Manage., 04014005.
Watkins, R. K., and Spangler, M. G. (1958). “Some characteristics of modulus of passive resistance of soil: A study of similitude.” Proc., 37th Annual Meeting, Vol. 37, Highway Research Board, Washington, DC, 576–583.
Wood, D. J., Boulos, P. F., and Lingireddy, S. (2005). Pressure wave analysis of transient flow in pipe distribution systems, MWH Soft, Pasadena, CA.
Wood, D. J., Dorsch, R. G., and Lightner, C. (1966). “Wave-plan analysis of unsteady flow in closed conduits.” J. Hydraul. Div., 92(2), 83–110.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice Hall, Englewood Cliffs, NJ.
Zhou, F., Hicks, F., and Steffler, P. (2004). “Analysis of effects of air pocket on hydraulic failure of urban drainage infrastructure.” Can. J. Civ. Eng., 31(1), 86–94.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 6June 2016

History

Received: Jun 2, 2015
Accepted: Nov 9, 2015
Published online: Jan 13, 2016
Published in print: Jun 1, 2016
Discussion open until: Jun 13, 2016

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Authors

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Suranji Rathnayaka [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Building 60, Melbourne, VIC 3800, Australia. E-mail: [email protected]
Robert Keller [email protected]
Adjunct Research Associate, Dept. of Civil Engineering, Monash Univ., Building 60, Melbourne, VIC 3800, Australia. E-mail: [email protected]
Jayantha Kodikara [email protected]
Professor, Dept. of Civil Engineering, Monash Univ., Building 60, Melbourne, VIC 3800, Australia (corresponding author). E-mail: [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Building 60, Melbourne, VIC 3800, Australia. E-mail: [email protected]

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