Drinking water supply through the public water supply system

The text is based on the chapter Drinking water supply through the public water supply system published in yearbook Prague Environment 2005.

(the text below is based on the chapter Drinking water supply through the public water supply system published in yearbook Prague Environment 2005)

The public water supply system in Prague and the associated drinking water treatment plants for the customer drinking water supply have been administered by Pražská vodohospodářská společnost, a. s. since the beginning 1998.

The joint stock company of Pražské vodovody a kanalizace, a. s. (PVK, a. s.) is the operator of the Prague’s water supply system.

Fig. Drinking water production since 1986 in respective water treatment plants

fig. drinking water production since 1986 in respective water treatment plants

Source: PVK, a. s.

 

Drinking Water Treatment Plants

In 2004 the long-term descending trend in the water production continued. Compared to the situation in 2003 the production dropped by 6,200,000 m3 water i.e. by 4.4 %.

Compared to the previous year in the area of the drinking water supply no substantial change happened concerning the output of water treatment plants.

Drinking Water Treatment Plant Podolí was due to the long-term decrease in water consumption used at minimum level only. It has been however, maintained in the shape capable of full operation at all times.

In 2004, when the Water Treatment Plant Podolí was under operation merely for one month, it produced 1,300,000 m3 drinking water, that is its share of the total water produced in PVK, a. s was 0.97 %. It is a relatively small share, however, the water treatment plant forms a very important spare source to Prague. Compared to the situation in 2003 the production of the Water Treatment Plant Podolí dropped by 891,000 m3.

Drinking Water Treatment Plant in Kárané is located at the confluence of the Jizera River and the Labe River. It was commissioned in 1914 when it became the first water treatment plant providing Prague with innocuous drinking water.

Its maximum capacity is approx. 1,900 l.s-1. The water is pumped to Prague by means of three discharge mains 23 km in length each. A portion of the water produced is supplied to municipalities and communities to the plant immediate surroundings.

The Water Treatment Plant in Kárané is the only one of three water treatment plants serving Prague, which a portion of water produced comes from groundwater sources from sand-gravel strata and artesian wells. Its other source of water is surface water from the Jizera River treated by the artificial groundwater recharge. Advantage of water from the treatment plant is its high quality. The drawback is its long-term as well as short-term limitations by weather conditions and the need of energy-demanding pumping to Prague.

The time dependence of water abstraction from classic (groundwater) sources is shown in Figure. It is obvious from the time dependence given that the deepest short-term drop happened in summer 2002, partly induced by the slated reduction in abstraction for the reconstruction of collecting mains and pump stations, and partly by the shutdown of a portion of classic sources caused by flooding. Concerning the long-term development it is essential that recently the drop of these abstractions relates to the decreasing trend in water consumption and was carried out for the increased expenditures due to growing fees for groundwater abstraction.

In 2004 the Káraný Plant produced in total 31,800,000 m3 drinking water (summary of traditional sources and artificial recharge ones), which means 23.3 % of the total drinking water production of the PVK, a. s. that is a slightly increased share then that in 2003 (by one per cent point). The annual increase in the production of the Káraný Plant was 80,000 m3.

Drinking Water Treatment Plant Želivka – It is the most modern drinking water source to Prague having the largest capacity as well. It was commissioned in 1972. Its maximum output is about 7,000 l.s-1 yet due to the decreasing water consumption it has been utilised up to its half only. Besides Prague the plant supplies drinking water to part of the Vysočina Region and to smaller areas in the Central Bohemia Region.

This water treatment plant water source is raw water from the Želivka River accumulated in the Švihov Water Reservoir. The water reservoir was designed as a many-year reservoir with the usable volume of storage space 246 million m3 in between the spot heights 377.00 m and 343.10 m. The water level in the reservoir from January 1993 is shown in Figure. Since the beginning of 1995 a permanent trend in water level increase has been apparent and since January 1996 water in the reservoir has been fully swollen and only short-term drops in water level occur depending on precipitation. The fact also relates to the drop in water consumption and thus with the decrease of water production in the Water Treatment Plant Želivka in recent years. The extremely dry spell in 2003 incurred the lowest drop of level since 1996 down to the spot height 373 m yet when compared to the situation in the first half of the 1990s this is a low importance drop concerning the reservoir operation. In the course of the first half of 2004 the level got swollen back almost reaching the maximum level.

Raw water is treated by sand percolation filters with fast filtration. The filtered water is taken to ozonation, which improves organoleptic properties of water. Health innocuousness is provided by means of chlorine dosing.

Treated water is led, by force of gravity, to Prague through a shaft mains, which delivers water to the distribution reservoir in Jesenice. From the distributing reservoir water is delivered to the territory of the City of Prague in the area in between Písnice and Hrnčíře.

Major advantages of the source Želivka encompass the relative stability of raw water quality, substantial capacity of the source, and low energy demand due to the gravitational transport of water to Prague.

In 2004 the Želivka Water Treatment Plant produced in total 103,300,000 m3 drinking water, which mean 75.7 % of the total water production of the PVK, a. s. The plant production decreased annually by 5,400,000 m3.

Besides the drinking water sources mentioned here above the company of Pražské vodovody a kanalizace, a. s. also operates an industrial water supply system, which delivers industrial water to enterprises in the Northeast part of the City. The abstraction station thereof is located on the Libeňský Island and it uses the Vltava River as water source. In August 2002 the industrial water supply system was out of operation due to vast flood-induced damkage. At present the industrial water supply system is under reconstruction and it is assumed to be put back under operation in 2006.

Tab. Production of treated water in respective water treatment plants of the PVK, a. s. in 2004

Treatment Plant Production [1,000 m3] Share [%]

Želivka

103 258

75,69

Káraný

31 848

23,34

Podolí

1 321

0,97

Industrial water supply

0

0,00

Total

136 427

100,00

Source: PVK, a. s.

 

Water Supply System

Because of complex topography the water distribution across the City territory is very demanding for technology. The drinking water supply system utilises 3,421 km of water mains (out of that 3,391 km are drinking water mains), 687 km of water branches, 40 pumping stations, and 71 distribution reservoirs of total volume 960,000 m3.

The water supply system features a relatively high failure rate due to its age, conditions of its construction, corrosion, material composition, and other effects. Approximately 1,000 km, that is almost one third, out of the total system of pipes are over sixty years old. In 2004 the number of opened accident pits, which had to be performed in order to provide for the Prague’s water supply system operation, accounted for 6,795, which is by 554 less than in 2003. In total 102 accidents of 1st category (water supply disruption to over 1,000 inhabitants or to important buildings and premises) and 230 accidents of 2nd category (water supply disruption to 300 to 1,000 inhabitants or to important buildings) were fixed. Compared to the year 2003 the number of accidents of 1st category rose by 26 and that of those of 2nd category, on the contrary, dropped by 50 incidents in 2004.

The thorough search for latent leaks of water from pipelines and the disruption of illegal abstractions brought a substantial reduction in water loss in recent years. The trend is depicted in Figure. The highest water loss was found in 1996 when it accounted for 46 % of the water for sale. In the subsequent years the loss has been decreasing year after year. In 2004 the loss accounted for mere less than 27 %.

Fig. Time dependence of water abstraction from classic sources in Kárané

fig. time dependence of water abstraction from classic sources in kárané

Source: PVK, a. s.

Fig. Water level development in the Water Reservoir Švihov

fig. water level development in the water reservoir švihov

Source: PVK, a. s.

 

Fig. Share of respective water treatment plants of the total production of drinking water

fig. share of respective water treatment plants of the total production of drinking water

Source: PVK, a. s.

Fig. Share of groundwater of the total volume of drinking water produced

fig. share of groundwater of the total volume of drinking water produced

Source: PVK, a. s.

Fig. Water loss in water supply system

fig. water loss in water supply system

Source: PVK, a. s.

 

Water consumption and supply

In 2004 total water production was 136,426,631 m3, out of that volume 14,223,930 m3 were supplied to clients located outside the Prague’s territory. All water consumed in Prague was produced in sources operated by PVK, a. s.

The tendency in the drinking water production since 1986 and in respective water treatment plants is shown in Figure. The graph clearly demonstrates still continuing long-term trend in every year decreasing water production lasting since 1991. The year 1996 was the only exemption when annual water production increased.

Percentage shares of respective water treatment plants on the total water production since 1986 are depicted in Figure. Within the period plotted the Water Treatment Plant Podolí recorded the highest drop in its share of total production. While in the 1990s its share was about 25 %, in 2004 its share was mere 0.97 %. In 2004 in the case of the Water Treatment Plant Kárané its share of the drinking water produced annually slightly increased to 23.34 % share of the total production. In 2004 the Water Treatment Plant Želivka attained the share of 75.69 %, which was a slight decrease compared to previous years.

The groundwater share of the total volume of the drinking water produced is demonstrated in Figure illustratively documenting that, following a couple years of permanent growth every year, its share has been slightly dropping since 2002. In 2004 the share was 14 %.

Fig. Diagram of the water distribution system of Prague and customers outside Prague

fig. diagram of the water distribution system of prague and customers outside prague

Source: PKV, a. s.

zde

30. května 2006
30. května 2006