Technical Papers
Oct 15, 2015

Two-Step Numerical Method for Improved Calculation of Water Leakage by Water Distribution Network Solvers

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 2

Abstract

Rigorous calculations of leakage in water distribution networks (WDNs) requires the adoption of a leakage-pressure relationship and the numerical solution of a set of differential (flow continuity and head loss) equations for each pipe of the network. In order to limit the computational effort necessary to solve differential equations, existing hydraulic solvers commonly make use of simplified methods to estimate pipe leakage and convert it into lumped demands at pipe end nodes. In this paper, three well consolidated literature methods for water leakage calculation and allocation to pipe end nodes are compared against the numerical solution of the differential equation, used as a benchmark. A novel method, based on a two-step estimation of pipe nodal piezometric levels was also proposed in this study. Methods were compared considering a single pipe system and using a dimensionless approach for generalisation of results. An application to a water distribution network case study was carried out to show differences in the results obtained with the various methods for a complex system under extended period simulation (EPS) approach. Calculations carried out using the methods described in prior literature had significant prediction errors basically depending on the chosen value for the leakage exponent of the leakage-pressure relationship. In contrast, the proposed two-step method was determined to provide more accurate predictions of pipe leakage and leakage distribution between ending nodes with evident increased potential for implementation in hydraulic solvers.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ainola, L., Koppel, T., Tiiter, K., and Vassiljev, A. (2000). “Water network model calibration based on grouping pipes with similar leakage and roughness estimates.” Proc., Joint Conf. on Water Resource Engineering and Water Resource Planning and Management (EWRI) (CD-ROM), ASCE, Reston, VA.
Al-Ghamdi, A. S. (2011). “Leakage-pressure relationship and leakage detection in intermittent water distribution systems.” J. Water Supply: Res. Technol.- Aqua, 60(3), 178–183.
Brémond, B., Fabrie, P., Jaumouillé, E., Mortazavi, I., and Piller, O. (2009). “Numerical simulation of a hydraulic Saint-Venant type model with pressure dependent leakage.” Appl. Math. Lett., 22(11), 1694–1699.
Burrows, R., Mulreid, G., and Hayuti, M. (2003). “Introduction of a fully dynamic representation of leakage into network modeling studies using EPANET.” Proc., Int. Conf. on Advances in Water Supply Management, C. Maksimovic, D. Butler, and A. Memon, eds., Balkema, Netherlands, 109–118.
Campisano, A., Creaco, E., and Modica, C. (2010). “RTC of valves for leakage reduction in water supply systems.” J. Water Resour. Plann. Manage., 138–141.
Campisano, A., Modica, C, and Vetrano, L. (2012). “Calibration of proportional controllers for the RTC of pressures to reduce leakage in water distribution networks.” J. Water Resour. Plann. Manage., 377–384.
Cassa, A. M., Van Zyl, J. E., and Laubscher, R. F. (2010). “A numerical investigation into effect of pressure on holes and cracks in water supply pipes.” Urban Water J., 7(2), 109–120.
Farley, M., and Trow, S. (2003). Losses in water distribution networks: A practitioner’s guide to assessment, monitoring and control, IWA Publishing, London.
Ferrante, M. (2012). “Experimental investigation on the effects of pipe material on the leak head discharge relationship.” J. Hydraul. Eng., 736–743.
Ferrante, M., Massari, C., Brunone, B., and Meniconi, S. (2011). “Experimental evidence of hysteresis in the head-discharge relationship for a leak in a polyethylene pipe.” J. Hydraul. Eng., 775–780.
Ferrante, M., Meniconi, S., and Brunone, B. (2014). “Local and global leak laws. The relationship between pressure and leakage for a single leak and for a district with leaks.” Water Resour. Manage., EWRA, 28(11), 3761–3782.
Ferrante, M., Todini, E., Massari, C., Brunone, B., and Meniconi, S. (2012). “Equivalent hydraulic resistance to simulate pipes subject to diffuse outflows.” J. Hydroinf., 14(1), 65–74.
Germanopoulos, G. (1985). “A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network.” Civ. Eng. Environ. Syst., 2(3), 171–179.
Germanopoulos, G., and Jowitt, P. W. (1989). “Leakage reduction by excess pressure minimization in a water supply network.” Proc., Institution of Civil Engineers, Vol. 87, ICE Publishing, U.K., 195–214.
Giustolisi, O., Berardi, L., and Laucelli, D. (2012). “Generalizing WDN simulation models to variable tank levels.” J. Hydroinf., 14(3), 562–573.
Giustolisi, O., Savic, D., and Kapelan, Z. (2008). “Pressure-driven demand and leakage simulation for water distribution networks.” J. Hydraul. Eng., 626–635.
Goodwin, S. J. (1980). “The results of the experimental programme on leakage and leakage control.”, Water Research Centre, Swindon, U.K.
Grevenstein, B., and Van Zyl, J. E. (2007). “An experimental investigation into the pressure-leakage relationship of some failed water pipes.” J. Water Supply: Res. Technol.- Aqua, 56(2), 117–124.
Jowitt, P. W., and Xu, X. (1990). “Optimal valve control in water distribution networks.” J. Water Resour. Plann. Manage., 455–472.
Lambert, A. O. (2001). “What do we know about pressure: Leakage relationships in distribution systems?” Proc., IWA Conf. on System Approach to Leakage Control and Water Distribution System Management, IWA Publishing, London.
Lee, H., Yoo, D., Kim, D., and Kim, J. (2013). “Development and application of pressure driven analysis model based on EPANET.” J. Korean Soc. Hazard Mitigation, 13(4), 121–129.
Massari, C., Ferrante, M., Brunone, B., and Meniconi, S. (2012). “Is the leak head-discharge relationship in polyethylene pipes a bijective function?” J. Hydraul. Res., 50(4), 409–417.
Muss, D. L. (1960). “Friction losses on lines with service connections.” J. Hydraul. Div., 86(4), 35–47.
Rossman, L. (2011). “An overview of EPANET version 3.0.” Water Distribution Systems Analysis 2010, ASCE, Reston, VA.
Tabesh, M., Asadiyani Yekta, A. H., and Burrows, R. (2009). “An integrated model to evaluate losses in water distribution systems.” Water Resour. Manage., 23(3), 477–492.
Thornton, J. (2002). Water loss control manual, McGraw Hill, New York.
Thornton, J., and Lambert, A. (2005). “Progress in practical prediction of pressure: Leakage, pressure: Burst frequency and pressure: Consumption relationships.” Proc., IWA Leakage 2005 Conf., IWA Publishing, London, 1–11.
Vairavamoorthy, K., and Lumbers, J. (1998). “Leakage reduction in water distribution systems: Optimal valve control.” J. Hydraul. Eng., 1146–1154.
Van Zyl, J. E., and Cassa, A. M. (2014). “Modeling elastically deforming leaks in water distribution pipes.” J. Hydraul. Eng., 182–189.
Van Zyl, J. E., and Clayton, C. R. I. (2007). “The effect of pressure on leakage in water distribution systems.” Water Manage., 160(WM2), 109–114.
Wu, Z., Sage, P., and Turtle, D. (2010). “Pressure-dependent leak detection model and its application to a district water system.” J. Water Resour. Plann. Manage., 116–128.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 2February 2016

History

Received: Jan 16, 2015
Accepted: Aug 7, 2015
Published online: Oct 15, 2015
Published in print: Feb 1, 2016
Discussion open until: Mar 15, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

A. Campisano, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering and Architecture, Univ. of Catania, Viale A. Doria 6, 95125 Catania, Italy (corresponding author). E-mail: [email protected]
Full Professor, Dept. of Civil Engineering and Architecture, Univ. of Catania, Viale A. Doria 6, 95125 Catania, Italy. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share