Benchmarking Non-Revenue Water and Calculating Economic Leakage Level, Case Study: Isfahan Water and Wastewater Company

Document Type : Original Article

Authors

1 Manager of water consumption and Non-Revenue water reduction department

2 Executive Manager of Isfahan Water and Waste Water Company

3 Deputy of Operation of Isfahan Water and Waste Water Company

Abstract

Recognizing, calculating and planning for reducing Non-Revenue Water (NRW) has been one of the aims and plans in Iranian water and wastewater companies for more than two decades. In the meantime, Real Losses (RL), which constitute a major part of non-revenue water, are mainly due to leakage in various parts of the water supply systems and a large part of the NRW reduction activities is put to prevent and reduce RL. However, like other projects and activities, it should be implemented to the extent with economic justification. Since it is difficult to achieve a quick and practical method for calculating the economic leakage rate, the companies often use a reduction in the percentage of non-revenue water in their targeting. However according to the IWA, the use of percentage of NRW as a technical indicator is never been recommended. In this paper, followed by a quick review of the performance indicators of non-revenue water, the method of benchmarking of non-revenue water, targeting actions, and calculating the economic leakage level (ELL) are presented for a city in Isfahan province. In this city, the real loss was 7 times the economic level of leakage. Therefore, the real loss reduction measures were proposed and planned among which the active leak detection in 10-month interval was the priority due to high ILI.

Keywords


 
معاونت نظارت راهبردی ریاست جمهوری، (1390)، "راهنمای شناخت و بررسی عوامل موثر در آب به حساب نیامده و راهکارهای کاهش آن"، نشریه 556 (نشریه 308-الف، طرح استانداردهای وزارت نیرو).
Fanner, P., and Lambert, A., (2009), “Calculating SRELL with pressure management, active leakage control and leak run-time options, with confidence limits”, IWA International Conference, Water Loss 2009, Rethymno, London, 373-380.
Fantozzi, M., and Lambert, A., (2008), “Recent developments in predicting the benefits and payback periods of introducing different pressure management options into a zone or small distribution system”, Second International Conference on Water Loss Management, Telemetry and SCADA in Water Distribution Systems, Ohrid, Macedonia.
Kanakoudis, V. and Gonelas, K., (2016), “Analysis and calculation of the short and long run economic leakage level in a water distribution system”, Journal of Water Utility, 12, 57-66.
Lambert, A., Charalambous, B., Fantozzi, M., Kovac, J., Rizzo, A., and Galea St John, S., (2014), “14 years experience of using IWA best practice water balance and water loss performance indicators in Europe”, Water Loss 2014 Symposium, Vienna, Austria, 30 March - 2 April.
Lambert, A., and Taylor, R., (2010), Water loss guidelines, Water New Zealand, New Zealand Water and Wastewater Association, Vienna, Austria.
Lambert, A., and Lalonde, A., (2005), “Using practical predictions of economic intervention frequency to calculate short-run economic leakage level, with or without pressure management”, Leakage 2005 Conference, Halifax, Canada.
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 International Conference on Water Economics, Statistics, and Finance, Rethymno, Greece, 8-10 July.