Water losses are undesirable but inherent phenomenon occurring during exploitation process of all water supply systems [1]. The general definition of water losses is “the difference between water pumped into system and billed water” [2], with two general types: real losses and apparent losses. The amount of lost water is a parameter which individually characterizes each water supply system and that amount may be a few, over a dozen and even several dozen percent of a pumped water. Despite the fact that there are no legal standards of an acceptable water losses level, water companies endeavour to limit water losses as it directly minimizes water company costs. Water losses reduction reflects also in water quality improvement [3] and increase of water system reliability [4, 5]. However, the aspiration to eliminate water losses completely, despite its environmental benefits, is economically unprofitable. Therefore, water companies aim to limit water losses to the economically reasonable level [6] because its further reduction would generate costs higher than profits from saved water. The estimated economically reasonable level of water losses is approx. 8–10% [7] or even 5–6% [8], depending on the source. So far, the water losses phenomenon is well known in aspects of their reasons, detection and reducing methods [1-3, 7, 9, 10]. However, despite more and more precise methods of detection and reducing water losses, their exact evaluation is still impossible and estimated numerical values have an approximate character [9]. Therefore, to reduce water losses more effectively it is needed to minimize these of their reasons which generate the biggest losses. According to data [2], 80% up to 100% of real water losses are caused by water leakages from pipes. The elimination of water leakages is difficult due to the fact that leakages are often the result of random failures or breakages, impossible to predict. Therefore, recently the water outflow after pipe failure has become an intense subject of research studies [11-13].
Water losses may have multiple possible reasons, differing in accordance to a water supply system. Therefore, there is a high need to individually analyze each water supply distribution system, in order to develop a water losses reduction strategy. Additionally, it is also recommended to develop a general evaluation method, universal for all water systems, in order to compare water losses from different systems. In Poland, the beginning of water losses analysis was the moment of marketization of water prices and reduction of water demand consumption, which significantly emphasized the importance of water losses [14]. The aim of this paper is to analyze and compare water losses in selected two group water supply systems. The obtained results lead to evaluate the condition of analyzed water supply systems and to suggest potential actions in order to minimize water losses, which potentially can cause water delivery improvement and increase of economical profits.
The water losses analysis was pursued for two group water supply systems located in Lublin Voivodship.
Both analysed systems were characterized by similar number of serving consumers (5 000–10 000) and Water Network Intensity Indicator (
where:
Group water supply system A is located in a selected community in Lublin Voivodship (area: 10 256 ha, 9 018 inhabitants). The water supply system consists of 5 zones supplied in water by 5 underground intakes. In 2015 the network was composed of PVC pipes of total length 143.6 km excluding households connections. The total number of households connections – 2120, total length of households connections – 79 km. The percentage of inhabitants supplied in water by analysed water system was 92.5% in 2015 (8350 consumers). The rest of inhabitants was supplied in water by neighbouring water systems. Among water consumers a significant majority were individual consumers, but there were also economic and educational companies. The Water Network Intensity Indicator
Group water supply system B is located in another community in Lublin Voivodship (area: 9 170 ha, 5 502 inhabitants. The water supply system consists of 3 zones supplied in water by 3 individual underground intakes. Total length of water pipes was 94.23 km. 93.66% of the pipes material was PVC, while other pipes were made of PE (5.65%) and steel (0.69%). Number of households connections in B system – 1 651, total length of households connections 77.54 km. The average Water Network Intensity Indicator WNII for the whole network B in 2015 was 7.50 m3/(day·km). The average operating pressure in water system B was 0.38 MPa. 100% of inhabitants was supplied in water by the analysed system B. The average water production in 2010–2015 years by system B was 245 266 m3/year, while an average water sale was 198 563 m3/year. The average water consumption for own company purposes was 3 125.8 m3/year. The average water demand for individual consumer in 2015 was 115.26 dm3/day, which is a significantly bigger value than the national average value in 2015 (94 dm3/day according to [16]). Detailed information about A and B water supply systems are presented in Table 1.
Water supply systems A and B characteristics
Network | |||
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Parameter | Unit | A [15] | B |
Number of individual consumers | ppl. |
|
|
Total length of water supply network ( |
km |
|
|
Number of households connections | pcs. |
|
|
Total length of households connections | km |
|
|
Total length of water network with households connection | km |
|
|
Water Network Intensity Indicator ( |
m3/(day·km) |
|
|
Average operating pressure | MPa |
|
|
Average water production in 2010–2015 | m3/year |
|
|
Average annual water consumption for own purposes | m3/year |
|
|
Average water sale in 2010–2015 | m3/year |
|
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Water sale in 2015 | m3/year |
|
|
The water losses analysis included data from 2010–2015 years and was pursued in reference to a standard IWA (International Water Association) balance method and indicator methods. The popular and widely used IWA analysis method allows to estimate the level of real water losses in a system [17]. In the IWA method, the pumped water is distinguished into different types with estimated value. The scheme of water types are presented in Table 2 [1]. The detailed information about IWA water balance method is described in [1, 17].
Water balance and terminology according to IWA (data in m3/year) [1]
System Input Volume ( |
|||
---|---|---|---|
Authorised Consumption ( |
Water Losses ( |
||
Billed Authorised Consumption ( |
Unbilled Authorised Consumption ( |
Apparent Losses ( |
Real Losses ( |
Revenue Water ( |
Non-Revenue Water ( |
Due to the fact, that not all water types are possible to precise estimation (e.g. the value of unauthorized consumption – water theft), part of the values is established, which can cause a results’ misrepresentation [18]. In this paper it was established that water theft level in system A was 2% of pumped water and in system B – 0.5%, in accordance to water companies information. Water losses caused by metering errors and billing anomalies was estimated as 3% for system A for whole analysed time period, and 3.5% for system B for years 2010–2011 and 2.0% for years 2012–2015. Unbilled Authorized Consumption UAC was established as 10 000 m3/year (system A), 9 750 m3/year (system B over the period 2010–2012) and 2 000 m3/year (system B over the period 2013–2015). The difference in UAC in the system B results from the length of washed out network once a year – in the first part of the period in question the whole network was washed out, whereas in the second part – dead-end sections only. Additionally, to characterize analysed water system more precisely, the indicator methods were used. Detailed descriptions, formulas and definitions of used indicators are presented in [9, 18-20]. In this paper following indicators were applied:
The calculated indicators were further used as a comparison platform for analysed systems. Moreover, given results were compared to limit values [19–22] and with literature data [23–27], which allowed to estimate the operational condition level of analysed systems.
According to the methodology, the first part of investigations was to assess water balances for the both networks in question. The balance components, that were used to calculate water losses indicators, are presented in Tables 3 and 4. The System Input Volume tends to remain stable over the whole period 2010–2015 in the both systems, although a slight decrease in
Selected components of the water balance for the system A over the period 2010–2015
Year | ||||||
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Parameter as per tab. 2 | 2010 | 2011 | 2012 | 2013 | 2014 | 2015 |
|
463 030.0 | 448 842.0 | 464 526.0 | 459 583.0 | 444 824.0 | 422 092.0 |
|
187 230.0 | 169 642.0 | 183 226.0 | 173 983.0 | 162 224.0 | 153 392.0 |
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164 078.5 | 147 199.9 | 159 999.7 | 151 003.8 | 139 982.8 | 132 287.4 |
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197 230.0 | 179 642.0 | 193 226.0 | 183 983.0 | 172 224.0 | 163 392.0 |
Selected components of the water balance for the system B over the period 2010–2015
Year | ||||||
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Parameter as per tab. 2 | 2010 | 2011 | 2012 | 2013 | 2014 | 2015 |
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251 156.0 | 245 486.0 | 259 532.0 | 232 733.0 | 237 061.0 | 258 000.0 |
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67 296.0 | 50 745.0 | 53 807.0 | 33 153.0 | 27 804.0 | 24 533.0 |
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57 249.8 | 40 925.6 | 47 318.7 | 27 334.7 | 21 877.5 | 18 083.0 |
|
77 046.0 | 60 495.0 | 63 557.0 | 35 153.0 | 29 804.0 | 26 533.0 |
Values of water losses performance indicators listed in the subsection 2.2., calculated to completely assess and compare water losses in the both analysed distribution systems, are presented in Fig. 1 and 2. The obtained results suggest better technical condition of the network B – all analysed indicators are much lower than their analogues for the network A and show clear decrease tendency in the whole period. As a result, while in 2010 indicators
Selected water losses performance indicators (
Selected water losses performance indicators (
The next part of the analysis was to compare the calculated water losses performance indicators to literature data (tables 5 and 6). Indicators
Average values of
Water network | |||||
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Indicator | A | B | According to [23] | According to [24] | According to [25] |
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56.31 | 21.94 | 26.1 | No data | No data |
|
38.06 | 17.28 | 21.4 | No data | 28.65 |
|
137.00 | 53.45 | 72 | 141 | 246.38 |
Average water losses indicators in different water network systems
Water loses indicator | Water network system | Limit values according to | ||||||
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A | B | According to | DVGW 1 [21] | WBI 2 [22] | AWWA 3 [21] | IWA 4 [19] | ||
[26] | [27] | |||||||
|
2.86 | 1.06 | 1.2 | No data | < 1.2 | No data | No data | No data |
|
1.64 | 0.56 | 0.9 | 2 | < 0.97 | < 1.5 | < 3 | < 1.5 |
|
234.71 | 88.83 | No data | No data | No data | < 75 | No data | No data |
Deutsche Vereinigung des Gas- und Wasserfaches e.V.
World Bank Institute
American Water Works Association
International Water Association
The other analysed indicators (Tab. 6) were compared to literature data for similar water network systems [26–27], and also to limit values, below which level of real losses is considered to be low [19–22]. The average value of
The last of indicators presented in Table 6 – Non-Revenue Water – was converted from percent to dm3 per connection per day (
The analysis of water losses in the water distribution systems A and B indicated better technical condition of the second system and suggests that this system is managed properly. The activities of the system B operator, aiming in reduction of water losses, enabled to achieve the desired objectives what is visible in significant decrease of all analyzed water losses indicators. In the system A, a decreasing tendency of the indicators over the period 2010–2015 indicates that the system operator also aims to reduce water losses, however, indicators values suggest that the undertaken activities are not sufficient. According to recommendations for networks being characterized by 150 <
Among the obtained results, low values of