TECHNICAL PAPERS
Dec 15, 2009

Pressure-Dependent Leak Detection Model and Its Application to a District Water System

Publication: Journal of Water Resources Planning and Management
Volume 136, Issue 1

Abstract

Cost-effective reduction of water loss is a compelling but challenging task for water utilities. This paper presents a model-based optimization method for leakage detection of water distribution systems. Leakage hotspots are assumed to exist at the model nodes identified. Leakage is represented as pressure-dependent demand simulated as emitter flows at selected model nodes. The leakage detection method is formulated to optimize the leakage node locations and their associated emitter coefficients such that the differences between the model predicted and the field observed values for pressure and flow are minimized. The optimization problem is solved by using a competent genetic algorithm. The leakage detection method is developed as an add-on feature of the optimization-based model calibration tool. This enables engineers to undertake leakage hotspot optimization as an independent task or combine the task with hydraulic model calibration, subject to suitably varied field data. Two case studies are discussed in this paper including an example from literature and a district water system in the United Kingdom. The results obtained illustrate that the optimization model for predicting leakage hotspots can be effective despite the recognized challenges of model calibration and the physical measurement limitations from the pressure and flow surveys also referred to as field tests. It is found that the method is effective at being applied for hydraulic conditions that occur in the early hours of the morning, often on water networks with excess design capacity and where hydraulic gradients are slack and loggers may sometimes be working close to their limits of accuracy.

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References

America Water Works Association (AWWA) Water Loss Control Committee. (2003). “Committee report: Applying worldwide BMPs in water loss control.” Opflow (AWWA), 95(8), 65–79.
Beck, S. B. M., Curren, M. D., Sims, N. D., and Stanway, R. (2005). “Pipeline network features and leak detection by cross-correlation analysis of reflected waves.” J. Hydrol. Eng., 131(8), 715–723.
Bentley Systems, Incorporated. (2007). WaterGEMS V8 XM users’ manual, Watertown, Conn.
Brunone, B. (1999). “Transient test-based technique for leak detection in outfall pipes.” J. Water Resour. Plann. Manage., 125(5), 302–306.
Buchberger, S. G., and Nadimpalli, G. (2004). “Leak estimation in water distribution systems by statistical analysis of flow readings.” J. Water Resour. Plann. Manage., 130(4), 321–329.
Burrows, R., Mulreid, G., Hayuti, M., Zhang, J., and Crowder, G., and (2003). “Introduction of a fully dynamic representation of leakage into network modeling studies using EPANET.” Proc., CCWI Conf., C. Maksimovic, D. Butler, and F. A. Memon, eds., Swets & Zetlinger, London, 109–118.
Covas, D., et al. (2003). “An assessment of the application of inverse transient analysis for leak detection. Part II: Collection and application of experimental data.” Advances in water supply management, C. Maksimovic, D. Butler, and F. A. Memon, eds., Swets & Zeitlinger, Lisse, The Netherlands, 79–88.
Covas, D., Ramos, H., and de Almeida, A. B. (2005). “Standing wave difference method for leak detection in pipeline systems.” J. Hydrol. Eng., 131(12), 1106–1116.
Ferrante, M., and Brunone, B. (2003). “Pipe system diagnosis and leak detection by unsteady-state tests. 2: Wavelet analysis.” Adv. Water Resour., 26(1), 107–116.
Haestad Methods, Inc. (2002). WaterGEMS V1 user’s manual, Waterbury, Conn.
Hayuti, M., Wheeler, M., Harford, A., and Sage, P. (2008). “Leakage hotspot prediction and water network models.” Proc., Water Loss Seminar and Workshop, Marbella, Spain.
Holnicki-Szulc, J., Kolakowski, P., and Nasher, N. (2005). “Leakage detection in water networks.” J. Intell. Mater. Syst. Struct., 16(3), 207–219.
House of Lords Science and Technology Committee. (2006). “Water management.” The 8th Report, ⟨http://www.publications.parliament.uk⟩ (Oct. 10, 2007).
International Water Association (IWA). (2000). “Losses from water supply system: Standard terminology and recommended performance measure.” IWA task force on water loss, IWA, London.
Kapelan, Z., Savic, D., and Giustolisi, O. (2007). “A hydraulic simulation model for pipe networks with leakage outflows and pressure-driven demands.” Proc., World Environmental and Water Resources Congress (CD-ROM), ASCE, Reston, Va.
Kapelan, Z., Savic, D., and Walters, G. A. (2004). “Incorporation of prior information on parameters in inverse transient analysis for leak detection and roughness calibration.” Urban Water, 1(2), 129–143.
Kingdom, W. D. Limberger, R., and Marin, P. (2006). “The challenge of reducing NRW in developing countries.” WSS sector board discussion paper No. 8, World Bank.
Lambert, A. O. (1994). “Accounting for losses–background and burst estimates concepts.” J. Inst. Water Environ. Manage., 8(2), 205–214.
Lambert, A. O. (2002). “International report on water losses management techniques.” Water Sci. Technol.: Water Supply, 2(4), 1–20.
Lambert, A. O., and McKenzie, R. D. (2002). “Practical experience in using the infrastructure leakage index.” Proc., IWA Conf. in Leakage Management, IWA, London.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Liggett, J. A. (2005). “Frequency domain analysis for detecting pipeline leaks.” J. Hydrol. Eng., 131(7), 596–604.
Liggett, J. A. and Chen, L. C. (1994). “Inverse transient analysis in pipe networks.” J. Hydraul. Eng., 120(8), 934–955.
Moorcroft, J. (2008). “Leakage detection: Analysis of new approaches towards leakage detection and network modeling as tools to minimize water losses from mains systems.” MS thesis, Univ. of Liverpool, U.K.
Nixon, W., Ghidaoui, M. S., and Kolyshkin, A. A. (2006). “Range of validity of the transient damping leakage detection method.” J. Hydrol. Eng., 132(9), 944–957.
Ofwat. (2008). “Service and delivery–performance of the water companies in England and Wales 2007-2009.” ⟨http://www.ofwat.gov.uk⟩ (Nov. 5, 2008).
Poulakis, Z., Valougeorgis, D., and Papadimitriou, C. (2003). “Leakage detection in water pipe networks using a Bayesian probabilistic framework.” Probab. Eng. Mech., 18(4), 315–327.
Pudar, R. S., and Ligget, J. A. (1992). “Leaks in pipe networks.” J. Hydrol. Eng., 118(7), 1031–1046.
Rossman, L. A. (2000). EPANET2 users’ manual, U.S. Environmental Protection Agency, Cincinnati.
Sage, P. (2005). “Developments in use of network models for leakage management at United Utilities North West.” Proc., CIWEM North West and North Wales Branch Water Treatment and Distribution Conf., CIWEM, London.
Taghvaei, M., Beck, S. B. M., and Staszewski, W. J. (2006). “Leak detection in pipelines using cepstrum analysis.” Meas. Sci. Technol., 17, 367–372.
Todini, E. (2006). “Towards realistic extended period simulations (EPS) in looped pipe network.” Proc., 8th Annual Int. Symp. on Water Distribution Systems Analysis, ASCE, Reston, Va.
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., 126(4), 262–265.
Wang, X. -J., Lambert, M. F., Simpson, A. R., Liggett, J. A., and Vítkovský, J. P. (2002). “Leak detection in pipelines using the damping of fluid transients.” J. Hydrol. Eng., 128(7), 697–711.
Wu, Z. Y., and Sage, P. (2006). “Water loss detection via genetic algorithm optimization-based model calibration.” Proc., Water Distribution System Analysis Symp. (CD-ROM), ASCE, Reston, Va.
Wu, Z. Y., and Sage, P. (2007). “Pressure dependent demand optimization for leakage detection in water distribution systems.” Proc., Combined CCWI2007 and SUWM2007, ASCE, Reston, Va., 353–361.
Wu, Z. Y., and Simpson, A. R. (2001). “Competent genetic algorithm optimization of water distribution systems.” J. Comput. Civ. Eng., 15(2), 89–101.
Wu, Z. Y., Walski, T., Mankowski, R., and Cook, J., Tryby, M., and Herrin G. (2002). “Calibrating water distribution model via genetic algorithms.” Proc., AWWA IMTech Conf., AWWA, Denver.
Wu, Z. Y., Wang, R. H., Walski, T., Bowdler, D., Yang, S. Y., and Baggett, C. C. (2006). “Efficient pressure dependent demand model for large water distribution system analysis.” Proc., 8th Annual Int. Symp. on Water Distribution Systems Analysis (CD-ROM), ASCE, Reston, Va.
Xu, D. -L., et al. (2007). “Inference and learning methodology of belief-rule-based expert system for pipeline leak detection.” Expert Syst. Appl., 32(1), 103–113.
Zechner, F. (2007). “Time for a change.” The underground, ⟨http://www.oswca.org⟩ (Sept. 10, 2007).

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 136Issue 1January 2010
Pages: 116 - 128

History

Received: Apr 30, 2008
Accepted: May 11, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010

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Authors

Affiliations

Zheng Yi Wu [email protected]
Research Director, Applied Research Group, Bentley Systems, Incorporated, 27 Siemon Co. Dr., Suite 200W, Watertown, CT 06795 (corresponding author). E-mail: [email protected]
Former Modeling Manager, United Utilities PLC, Warrington WA5 3LP, U.K.; presently, Managing Director, Witsconsult Limited, 21 Milton Rough, Action Bridge, Northwich, Cheshire CW8 2RF, U.K. E-mail: [email protected]
David Turtle [email protected]
Leakage and Demand Strategy Manager, United Utilities PLC, Warrington WA5 3LP, U.K. E-mail: [email protected]

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