Case study of Velika Kladusha (B&H), Lipjan (Kosovo) and Kochani (Macedonia) Vienna, 13 May 2016.

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Presentation transcript:

Case study of Velika Kladusha (B&H), Lipjan (Kosovo) and Kochani (Macedonia) Vienna, 13 May 2016

________________________________________________ Common findings In general, there are not adequate strategy and procedures for reduction of NRW in the project countries. There are no separately established and trained leak detection teams among the evaluated operation units (although RWC Prishtina has already a well equipped leak detection team). In general, the old network over years-the weakest point for the high level of NRW (particularly concerns the secondary network that cumulatively cause the increased percentage of leakages in the system); Most of the water supply systems have no DMA and PMA already established; Lack of relevant and accurate data on performance of water utilities; There is no up to date water supply cadaster system as a basis for quality management of the water supply system. The water utilities in the region operate on the edge of profitability

The current NRW level in 3 utilities 2014, 2013, 2012, 2011, 2010 Macedonia Bosnia & Hercegovina Kosovo Non Revenue Water (%) 61,3660,4658,88 Non Revenue Water (m 3 /km/day) 74,73N/A69,24 Source: Danubis Benchmark: Less than 20 m 3 /km/day Less than 20%

________________________________________________ Velika Kladusha (BiH) Consumers: 1320 (10,14% of total nb. of consumers) Population:4500 (9,2 % of total population) Length of water network (km): 54 (9,84% of total network) Approx. level of leakage: 73% Kochani (Macedonia) Consumers: 493 (4,2% of total of. of consumers) Population:2000 (4.29 % of total population) Length of water network (km): 12,6 (8,45% of total network) Approx. level of leakage: 63% Lipjan (Kosovo) Consumers: 1127 (14,08% of total nb. of consumers Population:3850 (8,31% of total population) Length of water network (km): 12,40 (8,1% of total network) Approx. level of leakage: 78,5% Selected DMA’s in 3 utilities

Initial MNF at the selected DMA’s ________________________________________________ MNF Q= l/sec Kochani Lipjan MNF 9,7 l/s Velika Kladusha

Approach and methodology ________________________________________________ Transfer of knowledge : →Simple – „step-by-step“ →Building own capacities →Learning through work with practical examples →Peer-to-peer learning →Interactive with exchange of opinion, knowledge and good practice examples →Connecting technical aspect with financial and socio- economic aspects →Continuous promotion of importance of NRW reduction with increasing cooperation amongst different sectors

________________________________________________ Conduction of a detailed assessment of PUCs Collection of GIS data and data on water supply network infrastructure and consumers in the pilot DMA zone Development of a water balance for the DMA zone as well as for the entire system for 2014 Development of a hydraulic calibrated model for the pilot DMA zone Development of capacities at several levels: - development of individual capacities - development of PUC organizational capacities - development of institutional capacities Checking out accuracy of water meters in a certified laboratories Supply of leak detection equipment Step test Continuous measuring of flow and pressure and leak detection by the NRW reduction management and leak removal team Activities carried out

Ferromagnetic locator VM 880 Qty.1 ___ __________________________________________ Pipe tracer vloc pro 2 Qty.1 GPS device MobilMapper 20 Qty.1 Ground Microphone Hydrolux HL 5000 pro Qty.1 Correlator Correlux C-3 standard Qty.1 Pressure data logger SEWAD 30 Qty.4 Wall thickness gauge Qty.1 Locating Non metallic pipes RSP 3 Qty.1 Locating Non metallic pipes GOK 50-R Qty.1 Measuring wheel Qty.1 Mobile ultrasonic flow meter F 601 SUPPLYED EQUIPMENT

The last measured MNF at the selected DMA’s ________________________________________________ Kochani Lipjan Velika Kladusha MNF 11,11 l/s MNF 6,7 l/s

Achieved savings (yearly) ________________________________________________ MNF: 3 l/s (9,84% of total network) m 3 : Euro: avg. sales price Euro: prod. cost of w. MNF: 3 l/s (9,84% of total network) m 3 : Euro: avg. sales price Euro: prod. cost of w. Velika Kladusha (BiH) MNF: 3.3 l/s (8,45% of total network) m 3 : Euro: avg. sales price Euro: prod. cost of w. MNF: 3.3 l/s (8,45% of total network) m 3 : Euro: avg. sales price Euro: prod. cost of w. MNF: l/s (8,1% of total network) m 3 : Euro: avg. sales price Euro: prod. cost of w. MNF: l/s (8,1% of total network) m 3 : Euro: avg. sales price Euro: prod. cost of w. Kochani (Macedonia) Lipjan (Kosovo) Total savings for all 3 pilots MNF: 16,44 l/s m 3 : Euro: avg. sales price Euro: prod. cost of water Total savings for all 3 pilots MNF: 16,44 l/s m 3 : Euro: avg. sales price Euro: prod. cost of water

Prepared and disseminated materials ________________________________________________

Conclusions and recommendations Conclusions: -Lack of financial resources is often mentioned as one of major reasons for high NRW – this project shows this is partially true – sufficient savings could be achieved with limited financial resources -NRW management is not a one-off activity or activity that concerns technical department only. Recommendations: Continue with the activities on other DMA’s - First priority - address the visual leaks and apparent losses. - Define priority activities for NRW reduction – Assessing Real or Apparent losses - Performance database needs to be developed as well as expanded and improved continuously. - The ultimate focus should be on integration of all applications, software and systems such as the accounting and billing software, GIS, SCADA, HM ________________________________________________

Technical Information System ______________________________________________

Thank you for your attention! Bojan Ristovski Regional NRW Expert for Macedonia and Kosovo „Reduction of Non Revenue Water in Southeast Europe” Mob: