Case Studies
Feb 1, 2012

Economic Analysis of Leakage in the Bangkok Water Distribution System

Publication: Journal of Water Resources Planning and Management
Volume 139, Issue 2

Abstract

Loss of water caused by leakage is a common phenomenon observed in all water distribution systems (WDSs). The volume of leakage around the world is considerably high, and its control is crucial to meet the increasing water demand caused by rapid population growth and urbanization. The most important component of a leakage-control strategy is target setting in terms of economic level of leakage (ELL). The ELL is an economic indication depending on individual network conditions, operating system pressures, demands and their patterns, marginal cost of water, and operating practices. This paper discusses the economic aspects of leakage for a pilot district metered area (DMA) of the WDS of the Metropolitan Waterworks Authority (MWA) in Bangkok, Thailand. The study developed two nomographs for the quick estimation of ELL and active leakage-control cost (ALC) with minimal data analysis. The first nomograph shows the relationship between cost of leakage control, average operating pressure, and level of leakage in the WDS. The second nomograph shows the relationship between ELL, operating-system pressure, and marginal cost of water. The nomographs have been developed based on leakage volume, cost of water, and hydraulic and operational conditions of the WDS. To model different hydraulic and leakage scenarios, the U.S. EPA’s EPANET simulation engine has been used. The research will help utility managers understand different aspects of leakage economics and will lead to better management of their WDSs.

Get full access to this article

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

Acknowledgments

The authors are grateful to the government of the Netherlands for financing the study as a part of M. Islam’s Master of Engineering degree. The authors would like to express sincere gratitude to Dr. Thatchai Chuenchom, Managing Director of Technology Services and Consulting, 1656 Company Limited, for his assistance during the data collection and analysis. The authors would also like to express sincere gratitude to the anonymous reviewers for their critical reviews, which have improved the quality of the paper significantly.

References

Ashton, V., Gordon-Walker, S., and Marshallsay, D. (2009). Leakage target setting in London, Artesia Consulting, Chipping Sodbury, U.K.
Babel, M. S., Islam, M. S., and Gupta, G. D. (2009). “Leakage management in a low-pressure water distribution network of Bangkok.” Water Sci. Technol.: Water Supply, 9(2), 141–147.
Fanner, P., and Lambert, A. (2009). “Calculating SRELL with pressure management, active leakage control and leak run-time options, with confidence limits.” Proc., WaterLoss 2009, IWA Int. Conf., IWA Publishing, London, 373–380.
Farley, M., and Trow, S. (2003). Losses in water distribution networks: A practitioner’s guide to assessment, monitoring and control, 1st Ed., IWA Publishing, London.
Frauendorfer, R., and Liemberger, R. (2010). The issues and challenges of reducing non-revenue water, Asian Development Bank, Washington, DC.
Howarth, D. (1998). “Arriving at the economic level of leakage: Environmental aspects.” Water Environ. J., 12(3), 197–201.
Islam, M. S. (2005). “Leakage analysis and management in the water distribution network in a selected area of Bangkok.” M.Eng. thesis, Asian Inst. of Technology, Khlong Nueng, Thailand.
Kingdom, B., Liemberger, R., and Marin, P. (2006). “The challenge of reducing non-revenue water (NRW) in developing countries. How the private sector can help: A look at performance-based service contracting.”, World Bank, Washington, DC.
Lambert, A. (1994). “Accounting for losses: The bursts and background concept.” Water Environ. J., 8(2), 205–214.
Lambert, A. (2001). “What do we know about pressure/leakage relationships in distribution systems?” Proc., IWA Specialised Conf.: System Approach to Leakage Control and Water Distribution Systems Management, IWA Publishing, Washington, DC, 89–96.
Lambert, A., Brown, T., Takizawa, M., and Weimer, D. (1999). “Review of performance indicators for real losses from water supply systems.” J. Water Serv. Res. Technol. (Aqua), 48(6), 227–237.
Lambert, A., and Fantozzi, M. (2005). “Recent advances in calculating economic intervention frequency for active leakage control, and implications for calculation of economic leakage levels.” IWA Int. Conf. on Water Economics, Statistics, and Finance, Rethymno, Greece, 8–10.
May, J. (1994). “Pressure dependent leakage.” World Water Environ. Eng., 10.
Metropolitan Waterworks Authority (MWA). (2005a). “Analysis report: Improvements of water supply system to reduce water losses from water supply system.” Project Coordination and Evaluation Office, Office of the National Economic and Social Development Board, Bangkok, Thailand (in Thai).
Metropolitan Waterworks Authority (MWA). (2005b). “MWA homepage.” 〈http://www.mwa.co.th〉 (Jan. 2, 2005).
Rossman, L. A. (2000). EPANET2 and programmer’s toolkits, Risk Reduction Engineering Laboratory, U.S. Environmental Protection Agency, Cincinnati.
Shore, D. (1988). “Economic optimization of distribution leakage control.” Water Environ. J., 2(5), 545–551.
Smout, I. K., Kayaga, S., and Munoz-Trochez, C. (2010). “Adapting the economic level of leakage concept to include carbon emissions, and application with limited data.” Proc., IWA World Water Congress 2010, IWA Publishing, London, 1–10.
Trow, S., and Farley, M. (2004). “Developing a strategy for leakage management in water distribution systems.” Water Sci. Technol. Water Supply, 4(3), 149–168.
U.K. Water Industry Research (UKWIR). (1994). “U.K. Water Industry, Managing Leakage.”, Interpreting Measured Night Flows, Engineering and Operations Committee, London.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 139Issue 2March 2013
Pages: 209 - 216

History

Received: Jun 20, 2011
Accepted: Jan 30, 2012
Published online: Feb 1, 2012
Published in print: Mar 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

M. Shafiqul Islam [email protected]
S.M.ASCE
Okanagan School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada; formerly, Student, Master of Engineering Degree, Asian Institute of Technology, Thailand (corresponding author). E-mail: [email protected]
Mukand Singh Babel [email protected]
Water Engineering and Management, Asian Institute of Technology, Pathumthani, Bangkok, Thailand. 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