Environ Earth Sci
DOI 10.1007/s12665-013-2988-5
THEMATIC ISSUE
Water quality, potential conflicts and solutions—an upstream–
downstream analysis of the transnational Zarafshan River
(Tajikistan, Uzbekistan)
M. Groll • Chr. Opp • R. Kulmatov
M. Ikramova • I. Normatov
•
Received: 24 June 2013 / Accepted: 28 November 2013
Springer-Verlag Berlin Heidelberg 2013
Abstract The Central Asian countries are particularly
affected by the global climate change. The cultural and
economic centers in this mostly arid region have to rely
solely on the water resources provided by the rapidly melting
glaciers in the Pamir, Tien-Shan and Alay mountains. By
2030, the available water resources will be 30 % lower than
today while the water demand will increase by 30 %. The
unsustainable land and water use leads to a water deficit and
a deterioration of the water quality. Documenting the status
quo of the water resources needs to be the first steps towards
an integrated water resource management. The research
presented here provides a detailed overview of the transboundary Zarafshan River, the lifeline for more than six
million people. The findings are based on field measurements, existing data from the national hydrometeorological
services and an extensive literature analysis and cover the
status quo of the meteorological and hydrological characteristics of the Zarafshan as well as the most important water
quality parameters (pH, conductivity, nitrate, phosphate,
arsenic, chromate, copper, zinc, fluoride, petroleum
products, phenols and the aquatic invertebrate fauna). The
discharge of the Zarafshan is characterized by a high natural
discharge dynamic in the mountainous upper parts of the
catchment and by sizeable anthropogenic water extractions
in the lower parts of the catchment, where on average 60.6 %
of the available water is diverted for irrigation purposes in
the Samarkand and Navoi provinces. The water quality is
heavily affected by the unsustainable land use and inadequate/missing water purification techniques. The reduced
discharge and the return flow of untreated agricultural
drainage water lead to a critical pollution of the river in the
lower parts of the catchment. Additional sources of pollutants were identified in the Navoi special economic area and
the mining industry in the Tajik part of the catchment. The
impact of the global climate change and the socio-economic
growth on the water availability and the water demand will
aggravate the detected problems and might lead to severe
local and transboundary upstream–downstream water conflicts within the next decades.
Keywords Zarafshan IWRM Water quality Water
availability Irrigation Climate change
M. Groll (&) Chr. Opp
Fachbereich Geographie, Philipps-Universität, Deutschhausstr.
10, 35037 Marburg, Germany
e-mail: mgroll@gmx.net
R. Kulmatov
Department of Applied Ecology, National University
of Uzbekistan, Tashkent, Uzbekistan
M. Ikramova
Central Asian Scientific Research Institute for Irrigation
(SANIIRI), Tashkent, Uzbekistan
I. Normatov
Tajik Academy of Sciences, Institute of Water,
Hydropower and Ecology, Dushanbe, Tajikistan
Introduction
Water is a valuable resource and has to be managed efficiently, especially in Central Asia, a land-locked arid region
where 65.3 million people are relying on the limited water
resources of the two large streams Amu-Darya and SyrDarya. These two rivers and the Aral Sea as their terminal
lake are the lifelines of a region as large as the European
Union. The history of the oasis cities and their elaborate
irrigation systems in the land between those two streams
(‘‘Beyond the Oxus River’’ = Transoxania) dates back more
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Environ Earth Sci
than two millennia (Dukhovny and de Schutter 2011).
During the twentieth century, the land and water use intensified beyond sustainable measures and grand irrigation
farming and hydropower generation plans were implemented. This overexploitation of the water resources led to a
water deficit of 21.3 km3/year in 2010 (Agaltseva 2008;
Dukhovny and de Schutter 2011; Spektorman and Petrova
2008; Uzhydromet 2008) and to the largest man-made ecological disaster known as the Aral Sea syndrome (Groll
2011; Groll et al. 2013; Opp 2007; Opp and Groll 2009;
Saiko and Zonn 2000). This deficit is, however, not caused
by insufficient water availability as the two large streams
Amu-Darya and Syr-Darya originate in the high mountains
of the Pamir and the Tien Shan which are among the most
glaciated regions of Eurasia. According to the Catalogue of
Glaciers of the USSR and the Glacier Inventory of China,
compiled using data from the 1950–1970s, there are
approximately 16,000 glaciers in the Tien Shan alone,
occupying more than 15,000 km2 and storing 845 km3 of
water (Agaltseva 2004, 2008; Cherkasov 1969; Sysenko
1973; Yafeng et al. 2010). Overall, the available water per
capita in 2005 in Central Asia was 2,460 m3/person and year
well above the UN thresholds for famines (1,600 m3/person)
and extreme water deficits (1,000 m3/person) (Dukhovny
and de Schutter 2011). The deficit is thus rather a problem of
uneven distribution and inefficient resource management
than a problem of availability. Furthermore, the quality of
the water resources is, especially in the downstream parts of
the catchments, often impaired by large amounts of salts,
fertilizers, pesticides (DDT, HCH), defoliant chemicals
(Butifos), urban pollutants (Benzopyrene, oil products) and
geogenic and anthropogenic heavy metals (antimony,
arsenic, copper and mercury) (Aparin et al. 2006; Crosa et al.
2006; Fayzieva et al. 2004; Fedorov et al. 1998; Froebrich
et al. 2006, 2007; Giuseppa et al. 2006; Ikramova 2005;
Kulmatov 1994; Kulmatov and Hoshimhodjaev 1992; Kulmatov and Hojamberdiev 2010; Kulmatov and Nasrulin
2006; Saito et al. 2010; Scott et al. 2011; Shanafield et al.
2010; Toderich et al. 2002, 2004; UNDP 2007). The
breakdown of the Soviet Union in 1991 not only meant
independence and sovereignty for the five Central Asian
countries, it also caused the disintegration of the region-wide
water quality monitoring network and the transboundary
resource management efforts. This has led to a considerable
loss of knowledge (Chub 2002; Green and Bauer 1998;
Klugman 1999) and created the potential for international
water conflicts—like the tensions between Uzbekistan and
Tajikistan over the Rogun hydropower project illustrate
(Eshchanov et al. 2011; Wegerich et al. 2007). This problematic status quo will further worsen as Central Asia is
impacted by the global climate warming and an ongoing
economic growth. The Central Asian countries are characterized by a strong population growth (?1.7 % per year) and
123
pursue policies of an accelerated economic growth (?8 %
per year in 2010) (Djanibekov et al. 2010; http://www.cia.
gov 2013; http://www.indexmundi.com 2013; http://www.
worldbank.org 2013). In 2020, the irrigated area in Uzbekistan will be between 5 and 11 % larger than today which
will lead to an increase of the water demand by 4.7–19 %
(depending on the percentages of cotton and wheat) (Abdullaev et al. 2009; Dukhovny and de Schutter 2011; http://
www.indexmundi.com 2013). The rising air temperatures on
the other hand (?2 C in the Aral Sea basin since the middle
of the 20th century and another ?2 C until 2030) will lead
to longer vegetative periods and higher evapotranspiration
rates (which equals a further increase of the water consumption by ?5 % in 2030 and up to ?16 % in 2080) (Aizen
et al. 2006; Agaltseva 2004; Chub 2002; Ibatullin et al.
2009). At the same time the global warming will reduce the
discharge of the Central Asian rivers by up to 50 % in 2050
as the glaciers feeding those rivers are receding or vanishing
completely (Agaltseva 2008; Bates et al. 2008; Chub et al.
2002; Cruz et al. 2007; Golubtsov and Lineitseva 2010;
Hagg et al. 2007; Hoelzle and Wagner 2010; Ibatullin et al.
2009; Konovalov and Agaltseva 2005; Kutuzov and
Shahgedanova 2009; Lioubimtseva and Henebry 2009;
Perelet 2008; Spektorman and Petrova 2008; UNECE 2011;
Worldbank 2009). Balancing the water demands for the
irrigation farming, hydropower generation, household and
industrial purposes in transboundary catchments with an
uneven distribution of the limited resources (Abdolvand
et al. in this issue; Novikov and Rekacewicz 2005) will be the
most important challenge in this region for the twenty-first
century (Oud 2002). This process will require a profound
knowledge of the present availability, quality and usage of
the water resources as a basis for future scenarios and
management plans. But the data availability in the Central
Asian countries is often limited and fragmented. The once
region-wide network of hydroposts has been minimized, the
maintenance of the scientific infrastructure has been
neglected and the essential interregional data exchange is
nonexistent (Chub 2002; Green and Bauer 1998). As a result
the large-scale efforts for a Central Asian integrated water
resource management have mostly not been successful
(Bichsel 2011; Boonstra and Hale 2010; Dukhovny 2002;
Marat 2008).
The research presented here is contributing to the preparation for the upcoming challenges by collecting new data
and by making existing data widely available. The research
area chosen for this was the Zarafshan River catchment. The
Zarafshan is the lifeline for the ancient Silk Road oases of
Samarkand and Bukhara. But unlike the Amu-Darya and the
Syr-Darya, the Zarafshan is not in the focus of the scientific
community. This is unfortunate as the size of the catchment,
its transboundary character and its complex water use patterns not only make research done here very relevant for
Environ Earth Sci
Fig. 1 The Zarafshan catchment in Central Asia
solving the local water related challenges but also make the
Zarafshan an ideal model river for the whole region.
Research area
The Zarafshan catchment
The Zarafshan is one of the most important tributaries of
the Amu-Darya and provides more than six million people
in Tajikistan and Uzbekistan with the water resources for
their household, economic and agricultural demands. The
headwaters of the river are located at the Zarafshan glacier
between the Turkestan and Zarafshan mountain ranges in
Northern Tajikistan at 2,810 m a.s.l. (Fig. 1).
From there the river runs with an inclination of 5.1 %
for 260 km in western direction through the canyon like
valley formed by the two mountain ranges as the Matcha
River (Fig. 2a). Near Aini the Matcha is joined by the
Fondarya River coming from the South and is now called
the Zarafshan River. Downstream of Aini the river valley
widens, the inclination is 3.3 % much smaller and the
mountain slopes are less steep (Fig. 2b). This part of the
catchment is characterized by small-scale agriculture and a
higher population density. After another 170 km the river
crosses the border to Uzbekistan downstream of Penjikent
and enters the lowlands of the Aral Sea basin. The flat
topography (the average inclination of the Zarafshan River
in the Uzbek part of the catchment is 1.5 %, Fig. 2c) and
the warm climate have led to the development of an
intensive irrigation agriculture which uses most of the
available water resources of the Zarafshan. A considerable
part of the river water is diverted directly below the border
into the Bulungur and Dargom canals and used for the
irrigation farming in the Samarkand region. After passing
the city of Samarkand 50 km downstream of the border, the
Zarafshan is divided into two branches—the Ak-Darya in
the North and the Kara-Darya in the South. Both river
branches are subject of further water diversions and the
Kattakurgan and Akdarya reservoirs used for regulating the
water availability for irrigation forms the largest freshwater
body in the whole catchment (Rakhmatullaev et al. 2011).
Near Yangirabod in the Khatyrchi district of the Navoi
province the two river branches are re-united and form
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Environ Earth Sci
Fig. 2 Character of the Zarafshan River in the upper and lower Tajik catchment (a and b), in the Aral Sea basin lowland near Samarkand (c) and
at the ‘‘official end’’ near Bukhara (d) (Photos: M. Groll and C. Opp, May 2010)
once more the Zarafshan River. After passing the province
capital and industrial center Navoi, the Zarafshan officially
‘‘ends’’ close to the settlements Qiziltepa and Ghijduvan at
the border between the Navoi and Bukhara provinces
(Fig. 2d). The remaining water is distributed into the irrigation network and the collected drainage water is dumped
into a depression near Bukhara. Originally, the Zarafshan
provided water for the whole Bukhara oasis and reached
the Amu-Darya near Turkmenabat (the former Chardzhev)
until 1957. But due to the extensive water withdrawals for
irrigation purposes the river does not reach Bukhara since
1960s and today the Bukhara oasis is sustained by water
from the Amu-Darya which is transported to the Todakol
reservoir through the Amu-Bukhara canal.
The total length of the Zarafshan River is 870 km with
an average inclination of 2.9 % and its present catchment
size is 40,600 km2 (compared to 131,000 km2 before 1957;
Olsson et al. 2010). Roughly 29 % of that catchment is
located in Tajikistan (11,700 km2, 8.4 % of the Tajik territory) and the remaining 71 % is located in Uzbekistan
(28,900 km2, 6.5 % of the Uzbek territory). The river is
mainly fed by glacier melt water, resulting in a maximum
discharge during the late spring and early summer months
and a minimum discharge during the winter (Olsson et al.
2010). The long-term average discharge at the Tajik–
Uzbek border is 158 m3/s and the annual discharge is
approximately 5 km3.
The research setup
A variety of different data sets and own measurements
were used for this research. For a sound meteorological and
climatological analysis, monthly average air temperature
and precipitation data from the Global Historical Climate
Network database (http://www.ncdc.noaa.gov 2013), the
Northern Eurasia Earth Science Partnership Initiative
database (http://www.neespi.sr.unh.edu 2010) and the
Russian Weather Archive (http://www.meteo.infospace.ru
2013) and from eight meteorological stations along the
Zarafshan River were used. Four of them (M1–M4:
123
Dehavz, Madrushkent, Sangiston and Penjikent) are located in Tajikistan and the other four (M5–M8: Samarkand,
Kattakurgan, Navoi and Bukhara) are located in Uzbekistan (Fig. 3). The meteorological station in Samarkand
provided the longest timeline of ongoing measurements
since 1891 while most other stations started recording in
the 1920s and 30s.
The meteorological stations were supplemented by 11
hydrological stations along the Matcha, Fondarya and Zarafshan Rivers (Fig. 3). The first five stations in the Tajik
part of the catchment (D1–D5: Kudgiph, Oburdan, Sangiston, Aini and Dupuli) provided monthly discharge data
since 1960s, while for the Uzbek stations in the lower
Zarafshan catchment (D8–D10: Khatyrchi, Ziadjin and
Navoi) only annual discharge data since 1990 was available. The longest timeline was provided by the Ravathodja
station (D6) at the Tajik–Uzbek border with hydrological
measurements starting in 1913. For the Fondarya River
(D11) on the other hand, only the long-term average discharge was available. The hydrological data point immediately downstream of Ravathodja (D7) provided valuable
information about the amount of water diverted from the
Zarafshan River for irrigation purposes in the Samarkand
and Navoi provinces. The hydrological data for the Uzbek
part of the catchment was collected by the UZHYDROMET and provided by the Uzbek National University and
the SANIIRI. Additional data was used from the NEESPI
database (http://www.neespi.sr.unh.edu 2010), the UNESCO Intergovernmental Scientific Cooperative Programme
in Hydrology and Water resources (IHP) (Shiklomanov
1999) and from the Global River Discharge Database
(http://www.sage.wisc.edu/riverdata 2010).
The water quality of the Zarafshan, its tributaries and
the irrigation network was analyzed within the Waza
Care project (Water quality and quantity analyses in the
transboundary Zarafshon River basin—Capacity building
and Research for sustainability, Groll et al. 2012) in May
2010 for 49 sampling points (P1–P49, Fig. 3). The central
aim of this initiative project (2010–2011) funded by the
German Federal Ministry of Education and Research
(BMBF) through the International Bureau was to conduct
Environ Earth Sci
Fig. 3 Location of the sampling points within the Zarafshan catchment
a field measurement survey of the water quality of the
whole Zarafshan River as a preparation for larger
research activities and an integrated water resource
management concept. The field campaign was the first
transboundary water quality research done in this region
since the collapse of the Soviet Union and provided
comparable data for the Tajik and the Uzbek parts of the
catchment. The Zarafshan, Matcha and Fondarya Rivers
were covered by 28 samples (12 in Tajikistan and 16 in
Uzbekistan), taken between the 8th and 15th of May in
2010. Furthermore, 13 smaller tributaries, 3 irrigation
canals, the Kattakurgan reservoir and 4 drainage water
collectors were analyzed. In addition to physical–chemical analysis of the water quality, the macrozoobenthos as
an indicator for the long-term characteristics of the Zarafshan River system was sampled and determined for 29
of the 49 sampling points.
As the field measurements were only done once, they
were complemented by laboratory data from seven
hydrological stations in Uzbekistan (U1–U7, Fig. 3), based
on monthly samples from 2002 to 2010. This data was
provided by the UZHYDROMET.
Methods
Field methods used during the measurement campaign
in 2010
During the transboundary measurement campaign along
the Zarafshan River in May 2010, a water quality analysis
was done using a portable WTW multi-parameter instrument and analytical test kits from Aquamerck. This
allowed the rapid determination of a large number of
samples within a short time frame and thus ensured the
comparability of the results from different regions within
the catchment. The following parameters were analyzed
during the field campaign:
•
•
•
•
•
•
•
•
•
Water temperature (in C);
pH value;
electric conductivity (in lS/cm);
mineralization (in mg/l) as the sum parameter for the
overall amount of dissolved solids (WHO 1996)
primarily used in Central Asia (in comparison to the
conductivity used in Europe);
oxygen concentration (O2 in mg/l);
nitrate concentration (NO3- in mg/l);
nitrite concentration (NO2- in mg/l);
ammonium concentration (NH4? in mg/l);
phosphate concentration (Orthophosphate PO43- in mg/l).
The macrozoobenthos samples were taken using the
multihabitat-sampling approach developed within the
AQEM project (e.g., Sandin et al. 2000, 2001; Hering et al.
2004; Meier et al. 2006). Due to logistic limitations, the
initial assessment of the habitat composition of each sampling site with the TRiSHa method (Groll and Opp 2007)
was limited to the river banks where the majority of different microhabitat structures with relevance for the species of the macrozoobenthos can be found (Groll 2011).
The taxonomic determination of the individuals contained
in each sample was done in situ as samples of aquatic
species could not be exported to Germany and the application of these methods was part of the capacity building
aspects of the WAZA CARE project.
Laboratory methods used by UZHYDROMET
The Uzbek Hydrometeorological Service is analyzing the
water quality of the Zarafshan River on a monthly basis
using well-established laboratory analytical methods (flame
atomic absorption spectrometry and ion chromatography).
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Environ Earth Sci
Fig. 4 Meteorological characterization of the Zarafshan catchment
For this study, data for the following parameters was
supplied:
•
•
•
•
•
Mineralization (in mg/l);
nitrate concentration (NO3- in mg/l);
phosphate concentration (orthophosphate PO43- in mg/l);
the heavy metals arsenic, chromate-VI, copper and zinc
(all in mg/l);
the urban pollutants fluoride, petroleum products and
phenols (all in mg/l).
while the western lowland parts of the catchment (station
Bukhara—M8) are arid with an average air temperate of
above 15 C and an annual precipitation of below 150 mm.
Between those two stations at the edge of the catchment
both the temperature and the precipitation show a gradual
transition (Fig. 4) with the precipitation peaking at the
Uzbek–Tajik border where the Turkestan and Zarafshan
mountain ranges start.
Hydrological characterization of the Zarafshan
Results and discussion
Meteorological characterization of the Zarafshan
catchment
Based on the topography, the meteorological and climatic
properties of the Zarafshan catchment can be divided into
two distinct parts.
The mountainous eastern part of the catchment (station
Dehavz—M1) is humid with an average air temperature of
below 5 C and an annual precipitation of below 300 mm,
123
The Zarafshan River and its upstream tributaries are mostly
fed by glacier and snow melt water with a maximum discharge during the summer months (Fig. 5).
The annual average discharge reaches its maximum of
157.9 m3/s at the hydropost Ravathodja (station D5) near
the Tajik–Uzbek border and is characterized by a strong
discharge dynamic. The highest average annual discharge
recorded between 1913 and 2012 was 213.2 m3/s while the
lowest discharge was 108.0 m3/s (Fig. 6) and the overall
standard deviation during this period was 23.5. The average change of the discharge from 1 year to the next was
Environ Earth Sci
Fig. 5 Long-term average
discharge of the Zarafshan
River in the Tajik part of the
catchment (1913–2012)
Fig. 6 Discharge at the
Ravathodja station and air
temperature at the Dehavz
station between 1913 and 2012
13.5 % and the biggest change within the last 100 years
was 43.5 % (from 1972 to 1973). These discharge fluctuation correspond best with the average annual air temperature in the upper catchment (Station M1—Dehavz) as the
Zarafshan River is mainly fed by glacier melt water.
The analysis of the interannual changes of the air temperature at the Dehavz station (M1) and the discharge at the
Ravathodja station (D5) with datasets from 1929 to 1995
(Fig. 7) shows that in one-third of all years (33.3 %) the
average air temperature in the upper catchment was (up to
53 %) higher than in the year before which resulted in a (up
to 77 %) higher discharge at the downstream hydropost. In
another quarter of all years (25.4 %) the average air temperature in Dehavz was (up to 40 %) lower than in the year
before which resulted in a (up to 40 %) reduced discharge
at the Ravathodja Hydropost. But there are also datasets
where an increase of the air temperature led to a decrease
of the discharge (23.8 % of all years) and where a decrease
of the air temperature was related to an increase of the
discharge (17.5 % of all years). This means that the discharge at the Ravathodja station is not only influenced by
the temperature driven glacier melt water from the Zarafshan glacier. This is obvious as the Matcha River, which
originates at the Zarafshan glacier, is providing only 57 %
of the discharge of the joined Zarafshan River at Aini
(170 km upstream of the Ravathodja Hydropost) while the
Fondarya as the most important tributary is providing 43 %
of the discharge.
However, the average air temperature in the upper
catchment which is the driving force of the discharge, is
especially articulate in years with a very strong interannual
change of the air temperature. If only all data sets with an
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Environ Earth Sci
Fig. 7 Interannual connections between the air temperature and the discharge in the Zarafshan River catchment
interannual change of more than 10 % are considered, the
percentage of years with a correlation between the air
temperature and the discharge increases from 58.7 to
66.7 % (R2 for that correlation is 0.48) and for years with
an interannual change of more than 20 % the percentage
increases to 88.9 % (R2 = 0.73).
The explanation for this is that those exceptional large
interannual changes of the air temperature are occurring on
a regional scale (and thus influencing all the tributaries of
the Zarafshan River) while smaller interannual changes are
more likely to be limited to a local scale, which means that
their impact on the overall discharge of the river is less
distinct. This can also be seen in the correlation between
the air temperature data of the Dehavz station (M1) and the
two downstream stations Pendjikent (M4) and Samarkand
(M5). The correlation between all three stations is much
higher for years with an exceptional interannual change of
the air temperature (R2 = 0.83 for Pendjikent and 0.82 for
Samarkand) than for years with a small interannual change
(R2 = 0.45 and 0.5) (Table 1).
Other meteorological parameters that could explain
some of the deviation between the interannual changes of
the air temperature and the discharge are the temporal
distribution and variability of the precipitation and a
potential time shift between an increase of the air temperature and the corresponding increase of the discharge.
As the annual precipitation for all the stations along the
Zarafshan River is below 350 mm (and in the upper parts
of the catchment even below 300 mm), the direct influence
of the precipitation on the discharge is much smaller than
the influence of the air temperature driven glacier melt,
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Table 1 Coefficient for determination of the linear regression of the
interannual changes of the average air temperature for three meteorological stations along the Zarafshan River
Coefficient for determination (R2)
(1934–1995)
Pendjikent
(M4)
Samarkand
(M5)
Dehavz (M1) (\10 % interannual
change)
0.45
0.50
Dehavz (M1) ([10 % interannual
change)
0.70
0.68
Dehavz (M1) ([20 % interannual
change)
0.83
0.82
Dehavz (M1) (all data)
0.62
0.62
which shows in a weak correlation between the annual
precipitation at the Dehavz, Pendjikent and Samarkand
meteorological stations and the discharge at the Ravathodja
Hydropost (R2 = 0.096, 0.073 and 0.091). Secondly the
available data did not show any evidence of a time shift
between rising temperatures and increasing discharge, at
least not the interannual level supported by the long-term
data (R2 = 0.098). It is, however, to be expected that a
seasonal time shift occurs and that some of that shifting
carries over into the next year, but the available monthly
data for the precipitation and the discharge are at the
moment not sufficient to further investigate this.
Downstream of the Tajik–Uzbek border 61.8 % of the
water is annually withdrawn for irrigation purposes in the
Samarkand and Navoi provinces and for leaching areas
prone to salinization. It is distributed through a vast network of canals and reservoirs. The main irrigation network
in the Uzbek part of the catchment has a length of
Environ Earth Sci
Fig. 8 Monthly water withdrawal at the Ravathodja station (D5)
3,140 km (41 % of them lined with concrete and 59 % of
them reinforced). This is supplemented by a network of
smaller interfarm canals with a total length of 17,400 km
of which only 11 % are lined. The total irrigated area in the
Zarafshan catchment is 540,000 ha and the losses due to
evaporation and percolation are extremely high. Dukhovny
and de Schutter (2011) state that the irrigation efficiency in
the Zarafshan catchment was below 50 % in 1936 and most
likely the canal system is even less efficient today.
The main crops grown in the Uzbek part of the Zarafshan River catchment are winter wheat and cotton which
leads to consistently high water withdrawal rates from
March (59.8 %) until November (59.6 %). The highest
relative water diversion (up to 73.7 %) takes place in
spring when both winter wheat and cotton need to be
irrigated, but the highest total water withdrawal takes place
during the summer months (up to 215 m3/s in July) when
the evapotranspiration losses are highest and the cotton is
in full growth (Fig. 8). This massive alteration of the natural discharge regime is characterizing the whole Uzbek
part of the catchment and is leading to severe ecological
problems and socio-economic upstream–downstream water
user conflicts.
Figure 9 shows the change of several hydrological and
meteorological parameters from the glaciated headwaters
to the official end of the river near Bukhara. As the elevation of the riverbed is steadily decreasing from the Zarafshan glacier in the east (2,810 m a.s.l) to the Bukhara
oasis in the west (220 m a.s.l.) the average annual air
temperature is increasing from 4.2 to 15.6 C. The precipitation shows a different pattern as it is rather determined by the orography in the catchment. The highest
annual average precipitation rates occur with up to 341 mm
at the foothills of the Turkestan and Zarafshan mountain
ranges near the Uzbek–Tajik border while the lowlands to
west (which are close to the Kyzyl-Kum desert) and the
narrow parts of the Zarafshan valley between the two
mountain ranges are characterized by much lower precipitation rates. The discharge of the Matcha River is steadily
increasing from the headwaters down to the city of Aini
(D4) where it is joined by the Fondarya River and forms
the Zarafshan River. The impact of the aforementioned
water withdrawal for irrigation purposes downstream of the
Uzbek–Tajik border can clearly be seen as well as the
actual discharge in the Uzbek part of the river remains well
below the potential natural discharge as it would be
determined by the precipitation and evaporation rates in
this arid region.
Downstream of Samarkand (M5) the Zarafshan River is
split into two branches—the Ak-Darya and the KaraDarya—which reunite after 160 km near Yangirabod and
Khatyrchi (D8). The water diverted for the irrigation
farming is in parts drained from the fields and discharged
back into the river untreated. All in all 94,800 ha of irrigated land is drained and the total length of the drainage
water collector system in the Zarafshan catchment is
3,292 km. This return flow and the balancing impact of the
Kattakurgan reservoir on the Kara-Darya river branch lead
to a mitigated discharge hydrograph of the Khatyrchi hydropost (D8) (Fig. 10). The western parts of the catchment
are also heavily impacted by soil salinization. This leads to
an extensive leaching of the irrigated fields during the
winter months, which can be seen in the discharge hydrograph of the Navoi hydropost (D10).
Water quality
The anthropogenic impairment of the discharge regime and
the intensive water usage in the Uzbek part of the catchment affect not only the quantity of the water resources but
also their quality. The mineralization is a very good
parameter to visualize the overall mineral load of the river
and the level of chemical degradation. Figure 11 shows an
exponential increase (R2 = 0.926) of the mineralization
from the Tajik–Uzbek border (P25—Ravathodja:
243.1 mg/l) to the official end of the Zarafshan near
Ghijduvan (P48: 1,799.0 mg/l) measured during the field
campaign in May 2010. The discharge during that month
was slightly higher than the average for that month
(173.6 m3/s in 2010 versus 166.9 m3/s at the Ravathodja
station), which coincides with the heavy rainfalls and flood
events in the upper parts of the catchment. This of course
influences the mineralization of the river as well as the
season in which the samples were taken. But as the water
quality is influenced by the intense agriculture throughout
the year (irrigation and application of agrochemicals for
winter wheat and cotton from March to November and
leaching during the winter months) there seem to be no
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Environ Earth Sci
Fig. 9 Gradual change of meteorological and hydrological parameters in the Zarafshan
Fig. 10 Seasonal discharge in the lower Zarafshan catchment
phases where the pollution is significantly lower than
during the time of the field campaign presented here. This
also shows in the long-term data from the UZHYDROMET
which display a similar increase of the mineralization in
123
the Uzbek part of the catchment. The long-term mineralization in the lower Zarafshan catchment is high enough to
exceed the Uzbek threshold of 1,000 mg/l. The mineralization in the Tajik part of the catchment on the other hand
Environ Earth Sci
Fig. 11 Mineralization of the Zarafshan River
was very homogeneous at all sampling points with concentrations between 161 and 188 mg/l.
This high mineral load of the river in the lower part of the
catchment has considerable effects on the usability of this
water. Especially the rural population living along the Zarafshan and the irrigation canals is using the river directly as
their source of drinking water and the data suggests that this
practice could lead to increased health risks downstream of
Navoi. Furthermore the mineral content in the water contribute to the salinization of the irrigated fields and the
pollutants might accumulate in the crops grown.
The UZHYDROMET data can also be used to estimate
the total mineral load of the Zarafshan. At the Ravathodja
station (U1), the total load between 2002 and 2010 was
1.42 9 109 kg/year. 200 km downstream, at the confluence of the Ak-Darya and the Kara-Darya River branches
(U5—Khatyrchi), the total load during that time period was
only 0.67 9 109 kg/year. This reduction in the overall
mineral load of the Zarafshan can most likely be explained
by the Kattakurgan reservoir and its function as a sediment
sink. Downstream of Navoi (U7) and 100 km downstream
of Khatyrchi the total mineral load increased again to
0.9367 9 109 kg/year and there are two main sources for
this mineral input. The city of Navoi is not only an urban
agglomeration with approximately 125,000 inhabitants but
also the site of the Navoi special economic area. One of the
biggest companies located here is Navoiyazot, the largest
manufacturer of mineral fertilizers in Uzbekistan. The
second source of mineral input is the aforementioned return
flow from the irrigated fields. This drainage water is loaded
with fertilizers and pesticides during the vegetative period
and dissolved salts from the leaching during the winter
months and is characterized by a very high mineral load.
The average mineralization in the drainage water collectors
sampled during the field campaign in 2010 was 2,235 mg/l
and the highest mineralization detected was 2,594.8 mg/l
(at P43 downstream of Navoi), which is more than 2.5
times the national threshold.
Among the agrochemicals, nitrate and phosphate are the
substances with the highest concentration in the river
water. During the 2010 field campaign, the nitrate fluctuated within the Tajik part of the catchment, but the concentration stayed well below the threshold for potable
water of 50 mg/l. In the Uzbek part of the catchment,
however, the nitrate concentrations quickly reached concentrations of up to 75 mg/l (Fig. 12). The highest nitrate
concentrations in the Zarafshan were detected in the AkDarya river branch and downstream of the Navoiyazot
waste water inflow. The concentration in the Kara-Darya
river branch was much lower and did not exceed 25 mg/l.
The long-term data from the UZHYDROMET also shows
an increase of the nitrate pollution in the lower catchment,
but no threshold exceedance.
Despite the long-term data not exceeding the threshold
the annual total load of Nitrate downstream of Navoi is
8.45 9 106 kg very high and equals an annual loss of
nitrate of 15.65 kg per irrigated hectare in the Uzbek part
of the Zarafshan catchment.
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Environ Earth Sci
Fig. 12 Nitrate and phosphate concentrations along the Zarafshan River
The phosphate concentration showed a different pattern
during the 2010 field campaign. While the Uzbek part of
the catchment was characterized by an increase of the
phosphate pollution from the border to the official end near
Ghijduvan, the highest concentrations were measured in
the upper regions of the Zarafshan River. This punctual
high phosphate load was most likely caused by the heavy
rainfall in the Tajik part of the catchment and the thereto
related intensified soil erosion.
Soil erosion is an important problem in the mountainous
regions of Central Asia, especially on slopes of southern
exposition and overgrazing on marginal lands has been
identified as the main cause for this process (Akhmadov
2003; Breckle 2003; Schickhoff and Zemmrich 2003;
Wolfgramm et al. 2007). In Tajikistan soil erosion often
occurs in the form of hazardous landslides of which 50,000
123
were reported by the Taj Glavgeology during the 1990s
(Barbone et al. 2010; UNDAC 2006). In the Tajik part of
the Zarafshan catchment landslides, floods and mudflows
are a major concern and cause significant losses of livestock, damage the infrastructure and can lead to casualties.
The most active season is the late spring from April to June
(Saidov 2007) and the most active areas within the catchment are the slopes of the Gissar and Turkestan ranges
(UNDAC 2006) between Aini and Pendjikent. This is
exactly when and where the highest phosphate concentrations were registered during the field campaign. Members
of the German Agro Action in Pendjikent reported that the
rainfalls prior to the WAZA CARE field campaign lead to a
mudflow destroying several houses and killing cattle in the
midstream region between Aini and Penjikent. Annually
between 500 and 1,000 t/km2 of arable topsoils and
Environ Earth Sci
Fig. 13 Soil erosion rates in the mountainous regions of Central Asia (data: RAS 1963, p. 39)
nutrients are lost in the upstream parts of the Zarafshan
catchment (Fig. 13).
The pollution in the Uzbek part of the catchment is most
likely caused by urban waste water inflow from the Samarkand metropolitan area and the Navoi municipal and
industrial waste water. The long-term data from the UZHYDROMET indicates again lower concentrations, but the
main sources Samarkand and Navoi can be easily identified
as well.
Even more important than the urban and industrial waste
water inflow is the drainage water from the irrigated fields.
The samples from this category of water bodies showed the
highest average nitrate and phosphate pollution with
maximum concentrations of 175 mg/l for nitrate and
250 mg/l for phosphate (Fig. 14). The analysis of the different water body categories also revealed that the minimum concentrations for both parameters were much higher
in the artificial water bodies than in the natural ones. This is
an indicator for the intensive use of the irrigation canals
Fig. 14 Average, minimum and maximum nitrate and phosphate
concentrations in different water body categories
and the drainage water collectors by the rural population,
small-scale discharge of waste water and non-point pollution from the irrigated fields.
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Environ Earth Sci
Fig. 15 Concentrations of urban and industrial pollutants along the Zarafshan River
These results are insofar alarming as the rural population
living in the irrigated areas uses the untreated water from
the irrigation canals as their primary drinking water source
and the drainage water is used for further irrigation by
downstream water users. This is necessary as the water
demand in the Zarafshan catchment is higher than the water
availability and the untreated drainage water is the only
source of additional water to close the annual gap of
1.6 km3 of water needed for maintaining the status quo.
While the agrochemicals from the irrigation farming in
the Uzbek part of the Zarafshan catchment are the most
important pollutants, two other sources for the impairment
of the water quality are relevant. The first one is seen in the
Anzob ore mining and processing complex located in the
upper Zarafshan catchment at the Yagnob River (a tributary to the Fondarya River), resulting in a heavy metal
pollution of the Zarafshan. The second source is the urban
and industrial waste water from the cities Samarkand and
Navoi, leading to increased concentrations of petroleum
products, phenols and fluorine. Figure 15 shows the contamination of the Zarafshan River with several of these
pollutants based on long-term data from the UZHYDROMET. Unfortunately, the spatial and temporal resolutions
of the data in the Uzbek part of the catchment are not high
123
enough to come to definite conclusions about the impact of
the urban and industrial complexes and there is no data
available for the Tajik part of the catchment. A broader and
deeper research approach would be needed for a thorough
interpretation of the status quo in this regard and such a
field study should be considered for future research activities. But the results as they are never the less reveal some
interesting trends and emphasize the difference in scale
between the pollution of the Zarafshan River with agrochemicals and with industrial and municipal wastewater.
Furthermore, these pollutants might have a major impact
on the aquatic biocoenoses as they can be already toxic at
very small concentrations. The basic analysis presented
here will, therefore, be helpful for the interpretation of the
faunistic research done within this study as well.
Arsenic was the only pollutant analyzed here which
showed a very high concentration at the Tajik–Uzbek
border with rapidly decreasing values in the Uzbek part of
the catchment. Toxic concentrations of arsenic are causing
several severe illnesses such as dermal lesions, anemia or
liver damage (Patrick 2003) and the concentration of up to
2.7 mg/l exceed the WHO threshold for arsenic (0.1 mg/l)
by far. Only 200 km downstream of the Tajik–Uzbek
border does the arsenic pollution fall below this threshold.
Environ Earth Sci
This suggests that the Arsenic concentration in the Tajik
part of the catchment up to Aini and especially in the
Fondarya River catchment is even higher and a continuous
monitoring program is strongly recommended.
Zinc was a second element which seems to originate
mainly in the Tajik part of the catchment, but the decline of
the zinc concentration in the Uzbek part took place at a
much slower rate than for arsenic. There are no thresholds
for zinc as the toxicity is much lower than for arsenic,
though it can cause lethal gill inflammation in fish species
(Skidmore and Tovell 1972). But there is a recommendation for a critical limit of 5 mg/l found in the older version
of the German drinking water ordinance and all the measured concentrations stayed well below this threshold. In
contrast to this, chromate (VI), copper, fluoride, phenols
and petroleum products showed an opposing trend with
increasing concentrations in the Uzbek part of the catchment. Especially the pollution with copper and phenols was
rapidly increasing near Navoi, pointing at the special
economic area as the main source. Only fluoride and the
petroleum products did not exceed the national or international thresholds while the thresholds for chromate and
phenols were exceeded at all sampling points and the
copper concentration reached critical levels in the Navoi
province.
Chromate (VI) is easily accumulated in human and
animal tissue and can cause different types of cancer (Costa
1997), copper causes cellular damage and disrupts the
osmoregulation in fish species (Erikson et al. 1996; Gaetke
and Chow 2003) and a prolonged exposure to even low
concentrations of fluoride can lead to chronic toxications
and accumulation in the aquatic food chains (Groth III
1975; Whitford 1990). Phenol and petroleum compounds
finally which are by-products of the industrial oil-refining
and plastic production processes and common in urban
waste waters are having negative effects on the reproductive success of a wide range of aquatic species (Au et al.
2003; Ghosh 1983; Kordylewska 1980; Law and Yeo
1997). These studies demonstrate the implications those
pollutants can have on the aquatic ecosystems and on the
human health in the lower Zarafshan catchment and further
research especially about the drinking water quality in the
Navoi province is strongly recommended.
In order to assess the long-term water quality and the
structural integrity of the Zarafshan River, the aquatic
invertebrate fauna was analyzed at 29 sampling points
within the Zarafshan catchment. This part of the study
represents the first internationally published research of the
macrozoobenthos as an ecological quality indicator in the
transboundary Zarafshan catchment. During the last decades sporadic research has been conducted about the
invertebrate fauna of Central Asia, but the main focus has
been the fauna of the Aral Sea (Aladin and Potts 1992;
Aladin et al. 1999; Andreev et al. 1992; Filippov 1997,
2001; Filippov and Riedel 2009) which is adapted to the
lentic and saline environment of that lake and has thus no
relevance for the aquatic communities populating the rivers
and streams of the Aral Sea basin.
The macrozoobenthos communities in the Tajik part of
the main river were characterized by very low population
densities between 0 and 160 ind./m2 (with an average of
60.0 ind./m2) and a low taxa count (Fig. 16). This reflects
the low mineralization of the river and an overall small
productivity. The exception to this is the river section
downstream of Aini, where most likely the urban waste
water and the increased phosphate input leads to a proliferation of the aquatic fauna. As more nutrients are available algae and aquatic macrophytes are thriving which in
turn provide a better livelihood for specific types of
macroinvertebrate species (grazers, active and passive filter
feeders). And as those are the food basis for predatory taxa
the overall richness of the aquatic cenosis is increasing.
The most prominent taxonomic orders in the Tajik part of
the river are the Ephemeroptera (may flies) with 67 % of
the total abundance, followed by the Diptera (flies and
mosquitoes) with 30 %. The results for the Uzbek part of
the river show an overall higher productivity (as is to be
expected in a lowland river). The macrozoobenthos fauna
is more diverse, but both the total abundance and the taxa
count are subject to dynamic changes over the course of the
river. The population density ranged between 16 and
1,280 ind./m2 with an average abundance of 398.5 ind./m2.
Like in the Tajik part of the river the Ephemeroptera and
the Diptera are the two dominant taxonomic orders. But in
the Uzbek part they are complemented by the Trichoptera
(caddies flies), Crustacaea (mostly Gammarus sp. and
Asellus aquaticus) and to a smaller extend the Acari
(acarian), Gastropoda (water snails) and Heteroptera
(water bugs). The low abundances correspond very well
with the areas of the riverbed dominated by clay as the
primary microhabitat. Clay has a very limited hyporheic
zone and is thus difficult to be colonized by the aquatic
fauna (Groll 2011). The high abundances on the other hand
are related to the inflow of urban waste water (increasing
mineralization downstream of Samarkand, see Fig. 11) and
drainage water from the irrigated fields (threshold excess of
the mineralization, nitrate and phosphate concentrations
downstream of Khatyrchi and Navoi).
The high nutrient load in the drainage water led to a
colonization of the collectors which was ten times higher
than that in the main river (Fig. 17). But as the diversity of
the benthic fauna was not higher in the drainage water
collectors, the high abundances detected there are the result
of the mass occurrence of only a few species. The nonbiting midge (Chironomidae Gen sp., Diptera) had a share
of 48.1 % of the total abundance and the amphipod
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Environ Earth Sci
Fig. 16 Microhabitat distribution, total abundance of all taxa and average abundance per taxonomic order of the macrozoobenthos along the
Zarafshan River
Fig. 17 Average abundance of the macrozoobenthos in different
water body categories
the high pollution of the Zarafshan with nitrate, phosphate,
chromate, copper and phenols and the reduced discharge
which leads to an increase of the water temperature and a
decrease of the oxygen concentration.
Overall these results present an interesting overview of
the current state of the macroinvertebrate fauna. But in
order to use this information as a monitoring tool, e.g., by
assessing the ecological quality for different water bodies
within the catchment, a more in-depth research setup has to
be applied. Because of the complexity of the irrigation and
drainage network a larger number of sampling points will
be needed and the taxonomic determination has to be
refined to allow the determination of all taxa down to the
species level.
Outlook
Gammarus sp. (Crustacaea) had a share of 33.4 %. Both
taxa are indicators for an impaired water quality (Groll
2011). A similar increase of the abundance was recorded in
the irrigation canals, where these two taxa accounted for
79.4 % of the macrozoobenthos population. In the main
river and the natural tributaries, the value of this metric was
much lower (45.1 and 19.4 %), which indicates a better
water quality and a more stable aquatic ecosystem.
Near the official end of the Zarafshan River the macrozoobenthos abundance declines dramatically. Over the
course of 70 km the population density declined from
1,280 to 48 ind./m2. The only species found at the last
sampling point (P48) were Chironomidae Gen sp. and
Gammarus sp. This is testament of the combined effects of
123
The availability and the quality of the water resources in
the Zarafshan catchment are both important issues, but in
their combination they create a challenge which will be
difficult to overcome. The enormous water extractions for
irrigation purposes in the Uzbek part of the catchment
result in a heavily modified discharge regime and a considerable lack of water in the downstream province of
Navoi. The water demand of the catchment as a whole is
6.58 km3/year already 32 % higher than the available
resources (UNDP 2007). This water deficit will further
increase as the global warming will lead to an accelerated
glacier recession. During the first half of the twentieth
century the Central Asian glaciers receded by 0.026–0.5 %
Environ Earth Sci
Fig. 18 Development of the population, the irrigated area and the water consumption for irrigation in the Aral Sea basin between 1918 and 2010
(data: Dukhovny and de Schutter 2011; http://www.unescap.org 2013; http://www.fao.org 2013)
per year. Between 1950 and 2000 the melting process
accelerated considerably, resulting in recession rates
between 0.14 and 1.0 % (Aizen et al. 2006; Chub 2002;
Glazirin 2009; Hagg et al. 2007; Hoelzle and Wagner
2010; Homidov 2010; Konovalov and Agaltseva 2005;
Normatov 2011, 2003; Perelet 2008; Yakovlev 2010). By
2030, the discharge of the Central Asian rivers will be
25–50 % lower than today and by 2050 all small glaciers
(area \1 km2) in the Zarafshan catchment will have vanished and based on the current annual recession rates of
0.25–0.33 % the Zarafshan glacier itself will by then be
reduced to half of its present size (Agaltseva 2008; Dukhovny and de Schutter 2011; Spektorman and Petrova
2008; UZHYDROMET 2008). The demand for water on
the other hand will equally increase during the next decades. The increase in the average air temperature (?2 C in
the Turan depression since the middle of the 20th century
and an additional ?2 C until 2030) alone will lead to a
higher water consumption (?5 % in 2030, ?7–10 % in
2050 and ?12–16 % in 2080) based on a longer vegetative
period and higher evapotranspiration rates (Agaltseva
2004, 2008; Ibatullin et al. 2009). Another factor influencing the water consumption is the dynamic development
of the Aral Sea basin. During the last 100 years, the population grew exponentially from 6.21 million in 1918 to
50.2 million in 2010 (Dukhovny and de Schutter 2011;
http://www.unescap.org 2013, Fig. 18). During the same
time the irrigated area increased from 3.2 million ha in
1918 to 10.1 million ha in 2010. As a result, the water
consumption for irrigation purposes increased from
43.2 km3/year in 1918 to 140 km3/year in 2002.
During the next decades, the population and the economy will continue to grow (?1.7 % and ?8 % per year) in
the region and the planned expansion of the irrigated areas
(in Uzbekistan ?5–11 % until 2020) will increase the
water demand by another 4.7–19 % in 2020 (Abdullaev
et al. 2009; Dukhovny and de Schutter 2011; http://www.
cia.gov 2013; http://www.indexmundi.com 2013; http://
www.worldbank.org 2013). This combination of a reduced
water availability (-30 % in 2030) and a higher demand
(?30 % in 2030) will increase the total water deficit in
Central Asia from 21.3 km3/year to 92–120 km3/year in
2030.
The development in the Zarafshan River catchment will
follow this general trend—if not surpass it as the lower
catchment is characterized by an intensity of the agricultural land use which is above average. Furthermore, there
are detailed plans for the utilization of the water resources
in the upper catchment for the generation of hydropower
and for irrigation farming. The Tajik government has plans
for 16 small- to medium-sized hydropower projects along
the Iskandarya, Yagnob, Fondarya, Matcha and Zarafshan
River (43 % of all planned hydropower projects within
Tajikistan) with a total installed capacity of 2,300 MW.
The largest projects (near Dupuli and Yagnob) could
generate 200–250 MW while the three smallest ones are
planned in a cascade near Penjikent with individual
capacities of 45, 50 and 65 MW (MFA 2010; SCISPM
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Environ Earth Sci
2007, 2008). If any or all of those projects will ever be
implemented are uncertain as the upper catchment is difficult to develop due to a lack of reliable infrastructure and
as the projects have to rely on foreign investors. But as
hydropower is the most important resource in Tajikistan
and the country still has to import energy from its neighbors (Desilets and Lambert 2011; MIE 2007; Musayeva
et al. 2009; Nazirov 2002) it is sure to assume that until
2030 at least some of those projects will have been
implemented. This will impact the discharge and sediment
regime of the Zarafshan River, with difficult to predict
ramifications for the downstream water users and the
potential for a transnational water conflict. These conflicts
would be intensified by the planned water diversion from
the Zarafshan catchment into the Syr-Darya catchment
which has been proposed by the Tajik government (MIWa
2006). In order to support and expand the irrigation farming in the Northern Sughd province, water from the Zarafshan could be transferred from Sangiston (upstream of
Aini) through the Turkestan mountain range to Istaravshan
(Ura-Tyube). This would reduce the discharge of the Zarafshan River, especially during the summer months and
would lead to a further deterioration of the water quality in
the lower catchment.
The results and their possible implications presented
here have been discussed with several authorities both in
Tajikistan and in Uzbekistan but the overall dataset is too
limited for promoting a water resource management plan
based on these findings. The main focus of the WAZA
CARE project was, therefore, to prepare a larger transboundary research project which will allow a more holistic
analysis of the water–food–energy nexus of the Zarafshan
River catchment (see also Lioubimtseva in this issue).
Summary
The results presented here show that the problems related
to the water sector in Central Asia as a whole and the
Zarafshan River in particular are manifold and heavily
intertwined. The availability of the water resources is
influenced by a high natural discharge dynamic, anthropogenic water diversions and extractions as well as by the
effects of the global climate change. The quality of the
water resources is impaired by the water availability,
unsustainable land use and inadequate/missing water
purification techniques. For the Zarafshan catchment, the
drainage water from the large-scale irrigation farming in
the Samarkand and Navoi oasis is the main pollution
source, but the industrial waste water from the Navoi
special economic area, the impact of the mining industry in
the Tajik part of the catchment and the soil erosion in the
mountainous regions are also contributing to the overall
123
pollution of the river. A widespread excess of thresholds
for various pollutants was detected throughout the whole
catchment. This alarming situation requires a fast and
concise action plan and responding quickly is even more
important in the face of the upcoming challenges caused by
the changing climate and a reduced future water availability. These challenges can only be overcome through a
true transnational cooperation and a transboundary, integrated water resource management (see also Janusz-Pawletta in this issue).
Each attempt of creating a sustainable resource management plan must be based on a detailed knowledge about
the status quo and possible future scenarios. Unfortunately
the data availability for the Zarafshan catchment (and for
most parts of Central Asia) is inconsistent and fragmentary
at best. Since the breakdown of the Soviet Union there is
no official water monitoring program in the Tajik part of
the catchment and the vast network of irrigation canals and
drainage water collectors in the Uzbek part is hardly
monitored at all. The research conducted for this study
delivered the first transboundary water quality data for the
Zarafshan River using the same methods on both sides of
the border since the independence of the Central Asian
countries and grants valuable insights in the longitudinal
changes of the rivers characteristics. As a preparation for
the challenges of the next decades such transboundary
measurements not only have to be repeated but a long-term
monitoring program has to be initiated so that scenarios
and management plans can be based on reliable data. And
finally, the improvement of the data base, the data availability, the data exchange and the international cooperation
are essential prerequisites for the successful implementation of an integrated water resource management.
Acknowledgments The research presented here was conducted
within the WAZA CARE initiative project (Water quality and
quantity analyses in the transboundary Zarafshon River basin—
Capacity building and Research for sustainability) funded by the
German Federal Ministry of Education and Research (BMBF) and
running from 2010 to 2011.
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