|
What is
the general situation with the ISSUE ?
Surface
water quality
If comparing the
quality of small streams in Prague a short distance upstream of the
confluence with the Vltava River between 1993 and 1997, it is
possible to conclude that the water quality remains basically the same, and any improvement
or deterioration is essentially insignificant.
All monitored small
streams in Prague fall into the 5th, i.e. the worst water quality
class. The Vltava River maintained Class 4 in the Vrané and Podolí
profiles, but the Vltava - Libeice and Berounka - Lahovice profiles
continue to be Class 5.
As to Group A
criteria (oxygen regimen), the Vltava River (at Vrané Monitoring
Profile) dropped to Class 2 in the following criteria:
DO2 (dissolved oxygen) and COD(Cr) (chemical oxygen
demand - dichromate). The DO2 value showed some
improvement at one profile on the Botie Creek and another on the
Dalejský Creek. On the other hand, twelve monitoring profiles on
small streams showed a deterioration in this respect. As to BOD
(biological oxygen demand), the Dalejský, árecký, and Rokytka
Creeks dropped one class down, the Motolský Creek (Motol profile) by
two classes. The Dalejský, Stodulecký and Botie Creeks improved to
Class 4 in the COD(Cr) parameter.
See map of monitored sites and water quality parameters in
1996-97
Water quality
in surface streams (explanation in water guide and in this text) and compare with water quality
parameters in 1995-96
There have been
no changes in Group B (chemical criteria - basic). The overall
classification is practically consistent with the classification
based on the NO2 (nitrites) parameter; as this is the
least favourable classification, it also determines the overall
classification of monitoring profiles. Some of the monitoring
profiles fall into the worst class as well because of other
criteria, for example ammonia (KU00, SP06 profiles), total
phosphorus (DL04, KU00, SP06 profiles). However, it is necessary to
mention a two-class improvement in the NDS (non-dissolved solids)
parameter of Profile SP01.
Codes of monitoring
profiles
As to Group C
criteria (chemical criteria - supplementary), non-polar extractable
substances (NES) were monitored once again at monitoring profiles on
the Vltava and Berounka Rivers. The substances indicate a pollution
of oil hydrocarbons, and for the most part are washed off road and
street surfaces. There is not enough information for an evaluation
of the Vltava and Berounka Rivers; as to creeks, there was a
deterioration in the NES parameter on Profiles BO02 and RO01. On the
other hand, Profile SP01 showed an improvement by one class in this
respect.
As to Group D
(heavy metals), two of the monitoring profiles exhibit an
improvement. Particularly worth mentioning is the improvement shown
by the Vltava - Vrané monitoring profile insofar as the
concentration of mercury is concerned; judged by heavy metals alone,
the monitoring profile would even comply with Class 1 requirements.
The Vltava and Berounka Rivers are also monitored for chromium and
nickel (which are not monitored in small streams). The árecký Creek
showed a higher content of arsenic in two of its monitoring profiles
(SP06 and SP07), bringing its classification to Class 2, which also
affected the overall classification of the two profiles in Group D.
Group E (biological and micro-biological
criteria) did not show any changes insofar as the FEC (fecal
colliform bacteria) parameter in the Vltava and Berounka Rivers are
concerned. Analyses of small streams in Prague use a different
criterion, COL, (colliform bacteria) which includes fecal bacteria.
There were changes in the parameter on the árecký Creek
(improvement to Class 4 on Profile SP03, deterioration to Class 5 on
Profile SP07).
The Vltava - Podolí monitoring profile is also a place
where raw water is pumped into the water treatment plant in Podolí.
Practically all water quality parameters are adversely affected by
the Berounka River (the Vltava - Berounka confluence is just a short
distance upstream). Between Vrané and Podolí, the yearly average
number of fecal colliform bacteria in one milliliter of water climbs
from 14.3 to 41.4. The deterioration is not due solely to the
Berounka River the yearly average value of which is 22.4; the
biological contamination also results from the municipal sewage
collection system. According to the CSN 757214 Czech National
Standard, the Vltava water in Podolí is characterized as raw water
unsuitable for drinking and usable in exceptional and justified
cases only.
Water supply
The
water supply network of Prague makes use of three principal sources - Káraný, Podolí, and
Zelivka. Tapped to the water system are roughly 99 % of people living in Prague.
Since the beginning of
1998, the public water supply system of the City of Prague,
including drinking water treatment plants, is currently operated by
Prazská vodohospodárská spolecnost, a.s. (Prague Water Management
Authority). The water pipeline system is operated by Prazské
vodovody a kanalizace, a.s. (Prague Water Supply and Sewerage
Company).
The
Praha - Podolí drinking water treatment plant draws raw
water from the Vltava River, which has not hitherto been declared a
drinking water source adversely affecting the raw water quality.
The
Káraný drinking water treatment plant at the confluence of
the Jizera and the Labe Rivers some 25 km from Prague uses partly
groundwater from gravel and sand aquifers in the vicinity and from
artesian wells, partly surface water from the Jizera treated by
artificial filtration. Advantages of the drinking water produced in
Káraný include good quality but the plant depends on climatic
conditions both in the long and short terms. The Zelivka drinking water
treatment plant is the most important drinking water source for
Prague and a part of Central Bohemia. It draws raw water from the
vihov reservoir built on the Zelivka River. The reservoir was
designed and built to accumulate as much as 246 million cubic meters
of water. Since early 1995 the level in the reservoir has been
continuously rising as a result of ample rainfall and a reduced
production of drinking water by the treatment plant in recent years.
Since January 1996 the reservoir has been full.
Shares
of the different water treatment plants in the aggregate drinking
water production

A schematic drawing of the water
distribution system of Prague and customers outside Prague
Source: Prazské vodovody a kanalizace a.s.
In addition to
the three major facilities mentioned above Prazské vodovody a
kanalizace also operates the so-called Industrial Water Supply
Pipeline, which draws water from the Vltava River (Libenský ostrov)
and delivers supply water to industrial plants in the northeastern
part of the city.
Due to a complex
terrain configuration of Prague, the distribution of water in the
city is a very demanding task. The total length of the water supply
system operated by Prazské vodárny is 3,099 km with water supply
connections accounting for a further 642 kilometers. There are also
40 pumping stations and 65 water reservoirs with an aggregate
capacity of 840,000 m3.
Owing to its
age, corrosion, conditions under which the piping is buried in the
ground, materials used in the piping and other factors, the water
distribution network shows a high failure rate. Of the whole length
of the water supply system in Prague 26.1 per cent, i.e. 810 km is
more than 60 years old.
In 1997 the
company produced a total of 200 Mm3
of treated water of which drinking water accounted for 198
Mm3. Customers outside the city limits account for
approx. 14.5 Mm3.
Drinking water
quality
Drinking water quality is assessed using the CSN
75 7111 Czech National Standard (Drinking Water). The standard is
based on a WHO (World Health Organization) directive and is fully
compatible with other European standards.
It is the
Káraný plant which in the opinion of both experts and laymen
supplies the best water to Prague. This is due partly to the raw
water quality, partly to the environmentally friendly treatment
process being used. The drinking water produced in Káraný consists
partly of naturally filtered water, partly of artificially filtered
water, partly artesian water free of iron, and partly water from
springs located along the Lower Labe River. The artesian water is a
deep-seated groundwater, and some of it is bottled as table water.
Artificial or natural infiltration allows to obtain water the
quality of which is virtually the same as that of groundwater.
There are,
however, some difficulties being encountered in connection with the
artificial filtration. Microbes and nutrients find their way into
filtering tanks especially during the vegetation season. This is why
a pre-treatment process consisting in optimization tests was tried
on the raw water drawn from the Jizera River. In 1997 the project
reached a pilot phase.
In terms of its capacity the Podolí Treatment
Plant is the second most
important source of drinking water for Prague. However, its
importance lies mainly in its location (almost in the centre of
consumption) and in its inexhaustible raw water supply.
In terms of its capacity the Zelivka drinking water treatment plant is the
most important drinking water source for Prague and a part of
Central Bohemia. Between 1991 and 1995 an extraordinary
proliferation of phytoplankton was observed in the raw water
reservoir during spring months when the water level in the reservoir
was lower. Whilst the phytoplankton affected the drinking water
quality it never caused the limit of applicable parameter (biology -
dead organisms) set forth in the CSN 75 7111 Czech National Standard
(Drinking Water) to be exceeded.
In March 1997 an increased
content of iron was discovered in three samples. Prazské vodárny
immediately took remedial measures. The increased content of iron is
attributable mainly to corrosion of metallic water pipes without any
inner lining combined with a very low flow rate caused by an
ever-decreasing water consumption. All the other
samples taken during 1997 were in compliance with the CSN 75 7111
Czech National Standard
(Drinking
Water) insofar as relevant chemical, bacteriological, or biological
parameters monitored by the Municipal Hygienic Institute of the City
of Prague are concerned.
Comparison of water treatment plants and water supply
network from the viewpoint of selected parameters
See data - average yearly values of selected
parameters
|