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Environ Monit Assess (2010) 167:175–184
DOI 10.1007/s10661-009-1040-4




Assessment of surface water quality of the Ceyhan River
basin, Turkey
Çagatay Tanrıverdi · Ahmet Alp ·
   ˘
Ali Rıza Demirkıran · Fatih Üçkarde¸
                                   s




Received: 22 January 2009 / Accepted: 3 June 2009 / Published online: 23 June 2009
© Springer Science + Business Media B.V. 2009


Abstract In this study, surface water quality of               and Ca++ . The second factor (PC2) is significantly
the Ceyhan River basin were assessed and exam-                 related to pH, NH3− , and Mg++ , while water tem-
ined with 13 physico-chemical parameters in 31                 perature (T) and NO3− accounted for the greatest
stations in 3 months during the period of 2005.                loading for factor 3 (PC3). The stations were di-
Multivariate statistical techniques were applied to            vided into three groups for PC1, two groups for
identify characteristics of the water quality in the           PC2, and three groups for PC3 by hierarchical
studied stations. Nutrients, Cl− and Na+ affected              cluster analysis. The stations in the vicinity of
mostly to the stations of Erkenez 2, Sır 2, and                cities presented low dissolved oxygen and high
Sır 3 in the ordination diagram of correspondence              concentration of physico-chemical parameter lev-
analysis. Three factors were extracted by principal            els. The stations of Erkenez 2, Sır 2, Sır 3, and
component analysis, which explains 79.14% of the               Aksu 4 located near the city of Kahramanmara¸     s
total variation. The first factor (PC1) captures                were characterized by an extremely high pollution
variables of EC, DO, NO2− , PO4≡ , Cl− , SO4= , Na+ ,          due to discharge of wastewater from industry and
                                                               domestic. Pınarba¸ ı and Elbistan stations were
                                                                                   s
                                                               also influenced by household wastewater of the
Ç. Tanrıverdi                                                  city of Elbistan. According to criteria of Turkish
Department of Agricultural Structures and Irrigation,          Water Pollution Control Regulation, Erkenez 2,
                                              ˙
Faculty of Agriculture, Kahramanmara¸ Sütçü Imam
                                      s
University, Kahramanmara¸ , Turkey
                           s                                   Sır 2, and Sır 3 stations have high polluted water.
                                                               This study suggests that it is urgent to control
A. Alp (B)                                                     point pollutions, and all wastewater should be pu-
Department of Fisheries, Faculty of Agriculture,               rified before discharge to the Ceyhan River basin.
                        ˙
Kahramanmara¸ Sütçü Imam University,
               s
Kahramanmara¸ , Turkey
               s
e-mail: aalp@ksu.edu.tr
                                                               Keywords Water quality · Correspondence
A. R. Demirkıran                                               analysis · Principal component analysis ·
Department of Soil, Faculty of Agriculture,                    Cluster analysis · Ceyhan River
                       ˙
Kahramanmara¸ Sütçü Imam University,
              s
Kahramanmara¸ , Turkey
              s

F. Üçkarde¸s
                                                               Introduction
Department of Animal Sciences, Faculty of
                                  ˙
Agriculture, Kahramanmara¸ Sütçü Imam University,
                          s                                    Clean water is a vital commodity for the well-
Kahramanmara¸ , Turkey
               s                                               being of human societies, and damage of inland
176                                                                  Environ Monit Assess (2010) 167:175–184


aquatic systems is one of the most serious envi-       mara¸ increased and intensive use of water re-
                                                             s
ronmental problems of the last century (Tudesque       sources, and surface water pollution has probably
et al. 2008). The quality of a river at any point      become in the upper and middle basin. Mean-
reflects several major influences, including the         while, wastewater is not purified and discharged
lithology of the basin, atmospheric inputs, climatic   in the drainage basin.
conditions, and anthropogenic inputs (Shrestha            In this study, physico-chemical parameters of
and Kazama 2007). Anthropogenic activities re-         water quality in the 31 stations from the Ceyhan
sult in a significant decrease in surface water qual-   River were determined. Three different multivari-
ity of aquatic systems in watersheds (Massoud          ate statistical techniques [correspondence analysis
et al. 2006). River inflows contribute main pollu-      (CA), principal component analysis (PCA) and
tants to most lakes in a watershed, thereby tending    hierarchical cluster analysis (HCA)] were applied
to induce serious ecological and sanitary prob-        to evaluate pollution sources and classification of
lems (Wang et al. 2007). Increasing water pollu-       the stations on the river in terms of water quality.
tion causes not only the deterioration of water
quality but also threatens human health and the
balance of aquatic ecosystems, economic develop-       Materials and methods
ment, and social prosperity (Milovanovic 2007).
As a response to these environmental concerns,         The study area
there is an obligation and strong political pressure
for greatly increased emphasis on the control of       The Ceyhan River basin is located in the eastern
pollution levels. It is along these lines that the     Mediterranean region of Turkey, between lati-
recently agreed EC Water Framework Directive           tudes of 36◦ 30 and longitudes of 35◦ and 20 . The
(European Parliament 2000) requires all inland         Ceyhan basin is bordered by the Seyhan basin in
water to reach “good ecological status” by 2015        the west and northwest, the Asi in the south, and
(Tudesque et al. 2008). Turkish State Hydraulic        the Euphrates in the east and northeast (Fig. 1).
Works is the only organization, which has regu-        The Basin drains into the Mediterranean Sea in
lar systematic surface and ground water quality        the south. The Ceyhan River rises in mountains of
monitoring network all over Turkey (Baltacı et al.     2,000–2,500 m to the north of the regional center
2008). However, these data have not been as-           of Kahramanmaras and flows south west to the
sessed by statistical methods, and rivers have not     Mediterranean Sea near Adana. The basin cov-
been classified according to point pollution so far.    ers 20,670 km2 and includes mountains and three
Turkey has 26 river basins, and Gediz River basin      major provinces, Kahramanmaras, Osmaniye, and
was only monitored within the detailed projects        Adana. The computed mean annual flow volume
(Harmancioglu et al. 2008).                            is 7.18 billion cubic meter, and this corresponds
   The Ceyhan River basin is one of the most de-       to 4% of the total flow volume of Turkey (Agrin
veloped regions in Turkey, and the distribution of     Co. Ltd. 1999). Kahramanmara¸ City and its eight
                                                                                        s
numerous streams and reservoirs strongly benefits       towns are located in the middle and upper Ceyhan
the high speed development of the local society        River basin, and the overall population of this
and economy. Although, heavy metal pollution           area is about 1,000,000 inhabitants. Total area of
of the lower Ceyhan River basin (Adana-Turkey)         the middle and upper river basin is 14,346 km2 .
was studied (Yımazer and Yaman 1999), there is         The average density of the population in the re-
no knowledge about surface water pollution in          gion is 70 inhabitants per square kilometer, and
the upper and middle basin of the Ceyhan River.        54% of the population inhabits in the urban areas
However, in recent years, rapid development of         while 46% inhabits in the rural areas. Osmaniye
local industries such as textile (358 company),        and some part of Adana provinces are located
metallurgy (48 company), food (59 company),            in the lower Ceyhan River basin; and their total
chemical (18 company), and Af¸ in-Elbistan ther-
                                  s                    area in the Ceyhan basin is about 6,324 km2 , and
mic power stations (the biggest thermic power          their total populations in the lower basin is about
station in Turkey) in the region of Kahraman-          950,000 inhabitants.
Environ Monit Assess (2010) 167:175–184                                                                   177

Fig. 1 Location of the
Ceyhan River basin in
Turkey and sampling
stations




                                                                                         Stations:
                                                                                         1. Hurman 1
                                                                          A              2. Hurman 2
                                                                                         3. Sögütlü
                                                                                               ˘
                                                                                         4. Pınarbası
                                                                                                    ¸
                                                                                         5. Elbistan
                                                                                         6. Göksun
                                                                                         7. Menzelet 1
                                                                                         8. Menzelet 2
                                                                                         9. Menzelet 3
                                                                                         10. Menzelet 4
                                                                                         11. Menzelet 5
                                                                                         12. Menzelet 6
                                                                                         13. Menzelet 7
                                                                                         14. Menzelet 8
                                                                                         15. Güredin
                                                                                         16. Fırnız
                                                                                         17. Kılavuzlu
                                                                                         18. Sır 1
                                                                                         19. Sır 2
                                                                                         20. Sır 3
                                                                                         21. Sır 4
                                                                                         22. Sır 5
                                                                                         23. Sır 6
                                                                                         24. Erkenez 1
                                                                                         25. Erkenez 2
                                                                                         26. Aksu 1
                                                                                         27. Aksu 2
                                                                                         28. Aksu 3
                                                                                         29. Aksu 4
                                                                                         30. Körsulu 1
                                                                                         31. Körsulu 2




Sampling and physico-chemical analysis                 (standing waters) on the river system. Thirteen
                                                       physico-chemical parameters obtained from each
Surface waters from 31 different stations in the       station were used for analysis. Water temperature
Ceyhan River basin were collected on April,            (T), pH, conductivity (EC), and dissolved oxygen
August, and October during 2005. Seventeen sta-        (DO) were all measured at each sampling site.
tions were selected from streams (flowing wa-           Water temperature and pH were measured by a
ters), and 14 stations were selected from reservoirs   pH meter Model SensION1 (Hach), conductivity
178                                                                   Environ Monit Assess (2010) 167:175–184


was measured with Model Senso Direct Con200            applying Canoco 4.5, Systat 10.0, and SPSS 12.0
(Aqualytic), and DO was measured by an YSI             software for windows.
oxygen meter Model 57 (YSI). Water samples
were collected in 1-l polyethylene bottles, trans-
ported to the laboratory, and analyzed within
48 h. The parameters of ammonium (NH− ), nitrite
                                         3             Result and discussion
(NO− ), nitrate (NO− ), orthophosphate (PO≡ ),
     2                 3                         4
chlorine (Cl− ), sulfate (SO= ), sodium (Na+ ), cal-
                            4                          The average values of 13 parameters of water
cium (Ca++ ), and magnesium (Mg++ ) were deter-        quality in the 31 stations of the Ceyhan River are
mined using the standard methods (APHA 1992;           given in Table 1. Water quality is classified into
Baltacı 2000). The average data of each station,       four classes in Turkish Water Pollution Control
based on pooled samples in the study period, were      Regulation (Anonymous 1988). Water quality of
determined.                                            class 1 is considered to be clean, water quality of
                                                       class 2 corresponds to low pollution status, water
                                                       quality of class 3 corresponds to pollution status,
Statistical methods                                    and water quality of class 4 is considered to be
                                                       with high pollution status. According to this guide-
Multivariate statistical methods for evaluation        line, Erkenez 2 station is considered as highly pol-
and classification of large datasets from environ-      luted (class 4) based on the concentration of NO− ,2
mental monitoring programs allow the reduction         PO≡ , Cl− , and SO= ; Sır 2 and Sır 3 stations can be
                                                           4               4
of the dimensionality of the data and the extrac-      considered as highly polluted (class 4) based on
tion of information that will be helpful for the       the concentration of PO≡ and NH− (class 4), while
                                                                                 4         3
water quality assessment and the management of         other stations include low polluted water status
surface waters (Simeonova et al. 2003). In this        (class 2).
study, multivariate analysis of the river water           The mean water temperature (T) of April, Au-
quality data set was performed through CA, PCA,        gust, and October varied from 11.5◦ C to 26.0◦ C.
and HCA techniques (Leps and Smilauer 2003;            Water temperatures in reservoirs were highest
Helena et al. 2000; Bengraine and Marhaba 2003;        than in streams and rivers. The mean pH values
Singh et al. 2004; Ouyang 2005; Ouyang et al. 2006;    of the 31 stations in Table 1 showed less variation,
Kowalkowski et al. 2006; Wang et al. 2007; Astel       ranging from 7.8 to 9.3, and the highest pH was
et al. 2007). The variables were standardized by z-    determined in Erkenze 2 station. High pH value
transformation (Liu et al. 2003), and so PCA was       in Erkenez 2 station may be the result of the in-
carried on it. In order to summarize proximity of      dustry in Kahramanmara¸ . Average conductivity
                                                                                   s
the water quality parameters and river stations,       values of all studied stations were in the range
CA was applied (Leps and Smilauer 2003). Thir-         of 267–1,959 μS/cm, among which the Erkenez 2,
teen original variables, including T, pH, DO, EC,      Sır 2, Sır 3, and Aksu 4 showed higher values of
NH− , NO− , NO− , PO≡ , Cl− , SO= , Na+ , Ca++ ,
    3      2       3     4          4                  conductivity than others. This can be described to
and Mg++ , were reduced fewer factors using PCA.       the discharge of industrial and domestic sewage,
Any factor with an eigenvalue greater than unity       which put large amounts of alkaline ions into the
(eigenvalue > 1) was considered significant. In         river system, since conductivity depends mostly on
order to evaluate the similarities of the studied      ion concentration in surface water (Bernard et al.
stations in terms of water quality, hierarchical       2004).
multivariate cluster analysis (Ward’s method) was         The lowest DO level (3.9 mg/l) was found in
performed using the square root transformed data       the Erkenez 2 station, and the DO values in the
based on each significant principal factor obtained     Sır 2 and Sır 3 were also significantly lower than
by PCA, respectively. The clusters were formed         the other stations. This suggests that the discharge
based on Sneath’s index: 2/3 Dmax , where Dmax is      of industry and domestic wastewater induced seri-
the maximum distance (Astel et al. 2007). Mul-         ous organic pollution in these stations, since the
tivariate statistics analyses were performed by        decrease of DO was mainly caused by the de-
Environ Monit Assess (2010) 167:175–184                                                                               179

Table 1 Average concentration of physico-chemical parameters of water quality of the Ceyhan River
              T       pH    EC       DO      NH−
                                               3     NO−
                                                       2      NO−
                                                                3      PO≡
                                                                         4       Cl−     SO=
                                                                                           4      Na+      Ca++     Mg++
Hurman 1      14.0    8.6     336     9.4    0.005   0.005     0.79     0.015      8.6    17.6      1.23    44.8    12.8
Hurman 2      18.5    8.2     375     7.9    0.030   0.009     1.74     0.015      5.5    28.9      0.94    55.9    10.9
   ˘
Sögütlü       17.0    8.2     454     7.6    0.030   0.042     0.90     0.040      5.1   107.3      1.39    65.4    14.5
Pınarba¸ ı
        s     14.7    8.3     454     5.7    0.003   0.011     4.36     0.014      4.0    93.1      0.58    56.2    20.7
Elbistan      16.0    8.8     495     7.6    0.028   0.018     1.77     0.024      6.3    64.8      2.36    66.9    18.0
Göksun        16.3    8.9     420     8.3    0.048   0.013     0.37     0.053      6.2    27.5      5.52    56.1    13.6
Menzelet 1    22.2    8.3     281     8.5    0.057   0.027     0.37     0.004      0.5    23.0      3.80    23.9    10.6
Menzelet 2    21.7    8.3     286     8.7    0.017   0.029     0.30     0.002      0.7    24.3      4.61    17.1     5.1
Menzelet 3    21.5    8.4     286     8.0    0.043   0.007     0.35     0.003      1.1    28.0      4.61    15.5     3.6
Menzelet 4    22.6    8.3     285     7.0    0.007   0.008     0.37     0.007      1.0    29.3      5.15    15.6     3.7
Menzelet 5    22.9    8.5     291     7.5    0.004   0.007     0.30     0.003      0.9    33.3      4.70    16.0     3.7
Menzelet 6    22.5    8.4     310     7.1    0.007   0.023     0.57     0.011      0.5    29.7      4.78    26.4     9.0
Menzelet 7    21.0    8.4     297     8.2    0.013   0.008     0.40     0.001      1.1    27.3      4.78    15.7     3.3
Menzelet 8    20.9    8.5     389     7.1    0.017   0.010     0.70     0.004      1.5    31.3      4.47    27.8     7.4
Güredin       17.0    8.9     267     7.9    0.018   0.011     1.62     0.017      5.1    21.7      0.73    34.5    10.8
Fırnız        10.0    8.9     273     9.7    0.041   0.005     0.01     0.030      1.3    17.7      0.57    35.5    10.9
Kılavuzlu     13.0    8.8     346    10.8    0.006   0.030    16.63     0.007      3.1    34.8      0.84    37.1    18.8
Sır 1         13.4    8.7     390     8.7    0.039   0.018     1.24     0.027      5.7    32.2      1.36    43.73    9.14
Sır 2         26.0    7.8     905     4.8    2.460   0.038     3.06     2.760     25.4    66.8     12.98   168.5    89.2
Sır 3         21.5    7.8     655     6.9    1.090   0.046     5.91     0.970     18.4    47.9      8.87   198.4    94.6
Sır 4         17.5    8.2     415     7.1    0.001   0.004     0.02     0.110      6.9    32.5      4.25    45.6    31.2
Sır 5         17.0    7.8     410     7.8    0.001   0.002     0.12     0.210      5.4    36.4      3.87    45.5    31.1
Sır 6         26.0    8.8     440     7.2    0.010   0.017     0.98     0.230      3.2    31.8      4.12    35.8    21.2
Erkenez 1     20.0    8.7     397     7.1    0.009   0.007     0.61     0.009      3.3    16.8      2.21    53.1    14.4
Erkenez 2     18.3    9.3   1,959     3.9    0.298   0.241     4.75    12.60     183.4   430.7    133.9    234.4    24.0
Aksu 1        13.5    8.7     388     6.1    0.023   0.024    22.20     0.006      2.6    27.4      0.83    59.3    10.2
Aksu 2        20.2    8.6     412     7.7    0.035   0.022     1.29     0.015      4.2    27.3      1.99    54.8    15.1
Aksu 3        19.0    8.7     369     7.5    0.041   0.026     7.38     0.014      5.9    27.0      2.44    46.1    14.9
Aksu 4        21.0    8.6     629     7.4    0.058   0.029     4.19     0.050     15.7    88.1      6.75    77.4    25.1
Körsulu 1     11.5    8.8     291     9.3    0.029   0.005     0.52     0.006      2.0    13.6      0.29    39.9    12.7
Körsulu 2     12.5    8.7     441     8.9    0.011   0.002    20.58     0.001      2.4    57.8      0.45    62.9    14.7
Water temperature (T) is in ◦ C, electrical conductivity (EC) is in μS/cm, and other parameters are mg/l




composition of organic compounds (Wang et al.                    The main reason for the high nutrient concen-
2007). Moreover, extremely low DO content usu-                   tration in Sır 2 and Sır 3 is the domestic waters
ally indicates the degradation of an aquatic system              from the city of Kahramanmara¸ . This is because
                                                                                                   s
(Wang et al. 2007). The highest DO contents were                 all wastewaters of 400,000 inhabitants in the city
found in Kılavuzlu (10.8 mg/l). Kılavuzlu station is             are discharged into Sır 2 and Sır 3 stations without
located in the lower basin of Menzelet Reservoir,                being purified.
and it contains water from hydroelectric power                      Chlorid, sulfate, sodium, calcium, and magne-
stations. Therefore, the water in this station is                sium concentrations in the stations of Erkenez 2,
well aerated with oxygen. Sır 2 and Sır 3 stations               Sır 2, and Sır 3 were found higher than other sta-
showed high NH− contents, while Erkenez 2, Sır 3,
                  3                                              tions. High sulfate values in these stations resulted
and Sögütlü stations showed high NO− and Aksu
        ˘                              2                         from industrial and domestic water from the city
1, Körsulu 2, and Kılavuzlu stations showed higher               of Kahramanmara¸ . Sulfate was also found to be
                                                                                     s
NO− contents than the others. The highest PO≡
    3                                             4              high in Elbistan, Pınarba¸ ı, and Aksu 4 stations.
                                                                                            s
concentration was also determined in Erkenez 2,                  High sulfate concentration in Elbistan and Pı-
Sır 2, and Sır 3 stations. High concentration of                 narba¸ ı stations may have resulted from domes-
                                                                        s
nutrient and phosphorus indicate urban pollution.                tic and recreational facilities or wastewater and
180                                                                                Environ Monit Assess (2010) 167:175–184

                                                                   Table 2 Component loadings in Principal Component
                                                                   Analysis (PCA)
                                                                   Variables               PC1         PC2          PCA3
                                                                   T                        0.009      −0.138        0.670∗
                                                                   pH                       0.496      −0.514∗      −0.216
                                                                   EC                       0.974∗      0.069        0.012
                                                                   DO                       0.576∗     −0.267        0.270
                                                                   NH3−                     0.124      −0.916∗       0.033
                                                                   NO2−                     0.963∗      0.169        0.029
                                                                   NO3−                     0.116       0.097        0.739∗
                                                                   PO4≡                     0.967∗      0.082       −0.041
                                                                   Cl−                      0.977∗      0.146       −0.027
                                                                   SO4=                     0.949∗      0.219       −0.080
                                                                   Na+                      0.913∗      0.208       −0.081
                                                                   Ca++                     0.904∗     −0.308        0.040
                                                                   Mg++                     0.067      −0.877∗      −0.069
                                                                   Variance explained       6.93        2.22         1.14
                                                                     by components
                                                                   Percent of total        53.31        17.07        8.76
                                                                     variance explained


Fig. 2 Proximity of the water quality parameters and
stations in Ceyhan River with ordination diagram from              Three significant factors (i.e., eigenvalue > 1)
correspondence analysis (Stations: 1 Hurman 1, 2 Hurman            were extracted by PCA, which explains 79.14%
        ˘
2, 3 Sögütlü, 4 Pınarba¸ ı, 5 Elbistan, 6 Göksun, 7 Menzelet
                         s                                         of the total variation. Singh et al. (2004) classified
1, 8 Menzelet 2, 9 Menzelet 3, 10 Menzelet 4, 11 Menzelet
5, 12 Menzelet 6, 13 Menzelet 7, 14 Menzelet 8, 15 Güredin,
16 Fırnız, 17 Kılavuzlu, 18 Sır 1, 19 Sır 2, 20 Sır 3, 21 Sır 4,
22 Sır 5, 23 Sır 6, 24 Erkenez 1, 25 Erkenez 2, 26 Aksu 1, 27
Aksu 2, 28 Aksu 3, 29 Aksu 4, 30 Körsulu 1, 31 Körsulu 2)




atmospheric inputs of SO= from thermic power
                             2
station in Elbistan (Af¸ in-Elbistan Thermic Power
                       s
Station is the biggest thermic power station in
Turkey). However, high sulfate value in Aksu 4
station may have resulted form agricultural and
industrial facilities.
   The physico-chemical parameters and river sta-
tions were given with an ordination diagram from
CA in Fig. 2. The parameters PO≡ , Cl− , and Na+
                                    4
affected mostly the Erkenez 2 station (25), while
NH− affected mostly the Sır 2 (19) and Sır 3 (20)
    3
stations, and NO− affected mostly the Kılavuzlu
                    3
(17), Sır 4 (21), and Sır 5 (22) stations. Menzelet
Reservoir stations lay far from the PO≡ , NH− ,
                                            4     3
Na+ , and Cl− , while the stream stations were
represented by water temperature, pH, DO, and
EC in the ordination diagram.
   PCA was performed to identify characteris-
tics of water quality variables in all stations, and               Fig. 3 Dendrogram of cluster analysis for factor 1 (PC 1)
the factor loading matrix is listed in Table 2.                    dataset (EC, DO, NO2 –N, O–PO4 , Cl, SO4 , Na, and Ca)
Environ Monit Assess (2010) 167:175–184                                                                          181


                                                            cantly related to factor 1 are presented for each
                                                            group in Table 3. Group 1 includes 23 stations,
                                                            and they are the cleanest stations in the Ceyhan
                                                            River system. Group 2 includes seven stations and
                                                            showed relatively higher PO≡ , Cl− , SO= , Na+ ,
                                                                                            4            4
                                                            and Ca++ concentrations than group 1. Group 3
                                                            includes one station, and it has high polluted water
                                                            (class 4) according to criteria of Turkish Water
                                                            Pollution Control Regulation (Anonymous 1988).
                                                            As these stations in groups 2 and 3 are in the close
                                                            vicinity of the cities, rapid urbanization must be
                                                            the principal reason for the deterioration of water
                                                            quality in these groups.
                                                               Based on the second factor (PC2) dataset (pH,
                                                            NH− , and Mg++ ), all 31 stations were classified
                                                                3
                                                            into two groups (Fig. 4). Group 1 includes 20
                                                            stations, and it was the cleanest stations of Ceyhan
                                                            River system in terms of pH, NH− , and Mg++ .
                                                                                                   3
                                                            Group 2 consists of 11 stations. Group 2 was influ-
                                                            enced by sewage from households and presented
                                                            a high value of NH− (Table 4).
                                                                                 3


Fig. 4 Dendrogram of cluster analysis for factor 2 (PC 2)
dataset (pH, NH3 –N, and Mg)




the factor loadings as “strong,” “moderate,” and
“weak” corresponding to absolute loading values
of >0.75, 0.75–0.50, and 0.50–0.30, respectively.
The first factor (PC1) accounts for 53.31% of the
total variance and has strong positive loadings on
EC, DO, NO− , PO≡ , Cl− , SO= , Na+ , and Ca and a
              2     4          4
moderate loading of DO. The second factor (PC2)
accounts for 17.07% of the total variance and is
significantly related to pH, NH− , and Mg++ . Wa-
                                  3
ter temperature (T) and NO− accounted for the
                               3
greatest loading for factor 3 (PC3), which explains
8.76% of the total variation. By using PCA, the
13 original variables were reduced to three key
independent factors.
   Multivariate cluster analysis was applied to
classify the stations based on each significant fac-
tor obtained by PCA. Three dendrograms pro-
duced by multivariate cluster analysis for these
factors are shown in Figs. 3, 4, and 5, respectively.
   For factor 1, the 31 stations were divided
into three groups by multivariate cluster analysis          Fig. 5 Dendrogram of cluster analysis for factor 3 (PC 3)
(Fig. 3). The average values of variables signifi-           dataset (T and NO3 –N)
182                                                                                  Environ Monit Assess (2010) 167:175–184

Table 3 Average values of the indicators related to factor 1 (PC1) for the three groups computed by cluster analysis and the
water quality guideline of the national water pollution control regulation
                 Group 1                  Group 2                    Group 3                     Water quality guideline
                 23 stations (n = 69)     7 stations ( n = 21)       1 station ( n = 3)          Class
                                                                                                 I            II          III              IV
EC (μS/cm)       343.5 ± 68.7b            544.5 ± 136.5c             2,260.7 ±  1,169.2d
                   (246–597)                (310–905)                  (913–3,005)
DO (mg/l)        8.97 ± 1.53b             6.98 ± 1.36c               3.91 ± 1.31d                8            6           3              <3
                   (6.68–13.81)             (4.5–9.6)                  (2.7–5.3)
NO2− (mg/l)      0.014 ± 0.016b           0.026 ± 0.023b             0.269 ± 0.214c              0.002        0.01        0.05           >0.05
                   (0.001–0.072)            (0.001–0.083)              (0.032–0.449)
PO4≡ (mg/l)      0.032 ± 0.057a           0.513 ± 0.976c             12.683 ± 11.861d            0.02         0.16        0.65           >0.65
                   (0.001–0.330)            (0.001–2.960)              (0.740–24.460)
Cl− (mg/l)       3.90 ± 2.32b             10.83 ± 8.37c              194.07 ± 149.94d            10           10          50             >50
                   (0.2–10.3)               (1.20–26.40)               (34.60–332.20)
SO4= (mg/l)      26.60 ± 6.83b            74.93 ± 41.71c             448.97 ± 184.10d            200          200         400            >400
                   (13.2–38.4)              (20.0–189.0)               (249.3–612.0)
Na+ (mg/l)       3.53 ± 2.85b             4.25 ± 4.39b               136.63 ± 28.95c             125          125         250            >250
                   (0.41–13.80)             (0.21–12.98)               (105.30–162.40)
Ca++ (mg/l)      38.48 ± 13.89b           96.00 ± 50.42c             260.27 ± 181.22d
                   (19.02–79.16)            (41.3–198.4)               (58.8–410.0)
The means are given with SD and bracket numbers are minimum and maximum values. Superscripted lowercase letters on
the numbers are the Tukey HSD test symbols



Table 4 Average values of the indicators related to factor 2 (PC2) for the 2 groups computed by cluster analysis and water
quality guideline of the national water pollution control regulation
                   Group 1                    Group 2                     Water quality guideline
                   20 stations (n = 60)       11 stations (n = 33)        Class
                                                                           I               II                 III                   IV
pH                 8.56 ± 0.26                8.37 ± 0.60                 6.5–8.5          6.5–8.5            6.0–9.0               <6.0–9.0<
                     (7.88–9.10)                (7.50–9.58)
NH3− (mg/l)        0.026 ± 0.030b             0.367 ± 0.760c              0.2              1.0                2.0                   >2.0
                     (0.001–0.140)              (0.001–2.680)
Mg++ (mg/l)        11.05 ± 4.59b              37.74 ± 29.91c
                     (2.80–21–40)               (13.74–120.00)
The means are given with SD and bracket numbers are minimum and maximum values. Superscripted lowercase letters on
the numbers are the Tukey HSD test symbols



Table 5 Average values of the indicators related to factor 3 (PC3) for the four groups computed by cluster analysis and
water quality guideline of the national water pollution control regulation
                  Group 1                  Group 2                      Group 3                          Water quality
                                                                                                         guideline
                  13 stations ( n = 39)     12 stations ( n = 36)        6 stations ( n = 18)            Class
                                                                                                         I           II        III            IV
T                 15.26 ± 3.29             21.83 ± 5.75                 20.489 ± 5.637                   25         25         30           >30
                    (10.0–23.0)              (12.4–31.2)                  (12.0–30.2)
NO3− (mg/l)       1.297 ± 1.419c           0.415 ± 0.378b               6.944 ± 10.051d                   5         10         20           >20
                    (0.001–4.820)            (0.001–1.685)                (0.001–41.610)
The means are given with SD and bracket numbers are minimum and maximum values. Superscripted lowercase letters on
the numbers are the Tukey HSD test symbols
Environ Monit Assess (2010) 167:175–184                                                                        183


   Cluster analysis based on the third factor           Water Framework Directive, a national water
dataset (water temperature and NO− ) is pre-
                                           3            quality monitoring network should be established
sented in Fig. 5. Average values of related vari-       in Turkey as soon as possible (Baltacı et al. 2008).
ables are listed in Table 5. Three groups were
produced among the 31 stations. Group 1 includes
13 stations, group 2 includes 12 stations, and group
3 consists of six stations. Reservoir stations were
represented in the second group, and they differed      References
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ature. NO− value in the third group (Kılavuzlu,
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Assessment of surface water quality of the ceyhan river

  • 1. Environ Monit Assess (2010) 167:175–184 DOI 10.1007/s10661-009-1040-4 Assessment of surface water quality of the Ceyhan River basin, Turkey Çagatay Tanrıverdi · Ahmet Alp · ˘ Ali Rıza Demirkıran · Fatih Üçkarde¸ s Received: 22 January 2009 / Accepted: 3 June 2009 / Published online: 23 June 2009 © Springer Science + Business Media B.V. 2009 Abstract In this study, surface water quality of and Ca++ . The second factor (PC2) is significantly the Ceyhan River basin were assessed and exam- related to pH, NH3− , and Mg++ , while water tem- ined with 13 physico-chemical parameters in 31 perature (T) and NO3− accounted for the greatest stations in 3 months during the period of 2005. loading for factor 3 (PC3). The stations were di- Multivariate statistical techniques were applied to vided into three groups for PC1, two groups for identify characteristics of the water quality in the PC2, and three groups for PC3 by hierarchical studied stations. Nutrients, Cl− and Na+ affected cluster analysis. The stations in the vicinity of mostly to the stations of Erkenez 2, Sır 2, and cities presented low dissolved oxygen and high Sır 3 in the ordination diagram of correspondence concentration of physico-chemical parameter lev- analysis. Three factors were extracted by principal els. The stations of Erkenez 2, Sır 2, Sır 3, and component analysis, which explains 79.14% of the Aksu 4 located near the city of Kahramanmara¸ s total variation. The first factor (PC1) captures were characterized by an extremely high pollution variables of EC, DO, NO2− , PO4≡ , Cl− , SO4= , Na+ , due to discharge of wastewater from industry and domestic. Pınarba¸ ı and Elbistan stations were s also influenced by household wastewater of the Ç. Tanrıverdi city of Elbistan. According to criteria of Turkish Department of Agricultural Structures and Irrigation, Water Pollution Control Regulation, Erkenez 2, ˙ Faculty of Agriculture, Kahramanmara¸ Sütçü Imam s University, Kahramanmara¸ , Turkey s Sır 2, and Sır 3 stations have high polluted water. This study suggests that it is urgent to control A. Alp (B) point pollutions, and all wastewater should be pu- Department of Fisheries, Faculty of Agriculture, rified before discharge to the Ceyhan River basin. ˙ Kahramanmara¸ Sütçü Imam University, s Kahramanmara¸ , Turkey s e-mail: aalp@ksu.edu.tr Keywords Water quality · Correspondence A. R. Demirkıran analysis · Principal component analysis · Department of Soil, Faculty of Agriculture, Cluster analysis · Ceyhan River ˙ Kahramanmara¸ Sütçü Imam University, s Kahramanmara¸ , Turkey s F. Üçkarde¸s Introduction Department of Animal Sciences, Faculty of ˙ Agriculture, Kahramanmara¸ Sütçü Imam University, s Clean water is a vital commodity for the well- Kahramanmara¸ , Turkey s being of human societies, and damage of inland
  • 2. 176 Environ Monit Assess (2010) 167:175–184 aquatic systems is one of the most serious envi- mara¸ increased and intensive use of water re- s ronmental problems of the last century (Tudesque sources, and surface water pollution has probably et al. 2008). The quality of a river at any point become in the upper and middle basin. Mean- reflects several major influences, including the while, wastewater is not purified and discharged lithology of the basin, atmospheric inputs, climatic in the drainage basin. conditions, and anthropogenic inputs (Shrestha In this study, physico-chemical parameters of and Kazama 2007). Anthropogenic activities re- water quality in the 31 stations from the Ceyhan sult in a significant decrease in surface water qual- River were determined. Three different multivari- ity of aquatic systems in watersheds (Massoud ate statistical techniques [correspondence analysis et al. 2006). River inflows contribute main pollu- (CA), principal component analysis (PCA) and tants to most lakes in a watershed, thereby tending hierarchical cluster analysis (HCA)] were applied to induce serious ecological and sanitary prob- to evaluate pollution sources and classification of lems (Wang et al. 2007). Increasing water pollu- the stations on the river in terms of water quality. tion causes not only the deterioration of water quality but also threatens human health and the balance of aquatic ecosystems, economic develop- Materials and methods ment, and social prosperity (Milovanovic 2007). As a response to these environmental concerns, The study area there is an obligation and strong political pressure for greatly increased emphasis on the control of The Ceyhan River basin is located in the eastern pollution levels. It is along these lines that the Mediterranean region of Turkey, between lati- recently agreed EC Water Framework Directive tudes of 36◦ 30 and longitudes of 35◦ and 20 . The (European Parliament 2000) requires all inland Ceyhan basin is bordered by the Seyhan basin in water to reach “good ecological status” by 2015 the west and northwest, the Asi in the south, and (Tudesque et al. 2008). Turkish State Hydraulic the Euphrates in the east and northeast (Fig. 1). Works is the only organization, which has regu- The Basin drains into the Mediterranean Sea in lar systematic surface and ground water quality the south. The Ceyhan River rises in mountains of monitoring network all over Turkey (Baltacı et al. 2,000–2,500 m to the north of the regional center 2008). However, these data have not been as- of Kahramanmaras and flows south west to the sessed by statistical methods, and rivers have not Mediterranean Sea near Adana. The basin cov- been classified according to point pollution so far. ers 20,670 km2 and includes mountains and three Turkey has 26 river basins, and Gediz River basin major provinces, Kahramanmaras, Osmaniye, and was only monitored within the detailed projects Adana. The computed mean annual flow volume (Harmancioglu et al. 2008). is 7.18 billion cubic meter, and this corresponds The Ceyhan River basin is one of the most de- to 4% of the total flow volume of Turkey (Agrin veloped regions in Turkey, and the distribution of Co. Ltd. 1999). Kahramanmara¸ City and its eight s numerous streams and reservoirs strongly benefits towns are located in the middle and upper Ceyhan the high speed development of the local society River basin, and the overall population of this and economy. Although, heavy metal pollution area is about 1,000,000 inhabitants. Total area of of the lower Ceyhan River basin (Adana-Turkey) the middle and upper river basin is 14,346 km2 . was studied (Yımazer and Yaman 1999), there is The average density of the population in the re- no knowledge about surface water pollution in gion is 70 inhabitants per square kilometer, and the upper and middle basin of the Ceyhan River. 54% of the population inhabits in the urban areas However, in recent years, rapid development of while 46% inhabits in the rural areas. Osmaniye local industries such as textile (358 company), and some part of Adana provinces are located metallurgy (48 company), food (59 company), in the lower Ceyhan River basin; and their total chemical (18 company), and Af¸ in-Elbistan ther- s area in the Ceyhan basin is about 6,324 km2 , and mic power stations (the biggest thermic power their total populations in the lower basin is about station in Turkey) in the region of Kahraman- 950,000 inhabitants.
  • 3. Environ Monit Assess (2010) 167:175–184 177 Fig. 1 Location of the Ceyhan River basin in Turkey and sampling stations Stations: 1. Hurman 1 A 2. Hurman 2 3. Sögütlü ˘ 4. Pınarbası ¸ 5. Elbistan 6. Göksun 7. Menzelet 1 8. Menzelet 2 9. Menzelet 3 10. Menzelet 4 11. Menzelet 5 12. Menzelet 6 13. Menzelet 7 14. Menzelet 8 15. Güredin 16. Fırnız 17. Kılavuzlu 18. Sır 1 19. Sır 2 20. Sır 3 21. Sır 4 22. Sır 5 23. Sır 6 24. Erkenez 1 25. Erkenez 2 26. Aksu 1 27. Aksu 2 28. Aksu 3 29. Aksu 4 30. Körsulu 1 31. Körsulu 2 Sampling and physico-chemical analysis (standing waters) on the river system. Thirteen physico-chemical parameters obtained from each Surface waters from 31 different stations in the station were used for analysis. Water temperature Ceyhan River basin were collected on April, (T), pH, conductivity (EC), and dissolved oxygen August, and October during 2005. Seventeen sta- (DO) were all measured at each sampling site. tions were selected from streams (flowing wa- Water temperature and pH were measured by a ters), and 14 stations were selected from reservoirs pH meter Model SensION1 (Hach), conductivity
  • 4. 178 Environ Monit Assess (2010) 167:175–184 was measured with Model Senso Direct Con200 applying Canoco 4.5, Systat 10.0, and SPSS 12.0 (Aqualytic), and DO was measured by an YSI software for windows. oxygen meter Model 57 (YSI). Water samples were collected in 1-l polyethylene bottles, trans- ported to the laboratory, and analyzed within 48 h. The parameters of ammonium (NH− ), nitrite 3 Result and discussion (NO− ), nitrate (NO− ), orthophosphate (PO≡ ), 2 3 4 chlorine (Cl− ), sulfate (SO= ), sodium (Na+ ), cal- 4 The average values of 13 parameters of water cium (Ca++ ), and magnesium (Mg++ ) were deter- quality in the 31 stations of the Ceyhan River are mined using the standard methods (APHA 1992; given in Table 1. Water quality is classified into Baltacı 2000). The average data of each station, four classes in Turkish Water Pollution Control based on pooled samples in the study period, were Regulation (Anonymous 1988). Water quality of determined. class 1 is considered to be clean, water quality of class 2 corresponds to low pollution status, water quality of class 3 corresponds to pollution status, Statistical methods and water quality of class 4 is considered to be with high pollution status. According to this guide- Multivariate statistical methods for evaluation line, Erkenez 2 station is considered as highly pol- and classification of large datasets from environ- luted (class 4) based on the concentration of NO− ,2 mental monitoring programs allow the reduction PO≡ , Cl− , and SO= ; Sır 2 and Sır 3 stations can be 4 4 of the dimensionality of the data and the extrac- considered as highly polluted (class 4) based on tion of information that will be helpful for the the concentration of PO≡ and NH− (class 4), while 4 3 water quality assessment and the management of other stations include low polluted water status surface waters (Simeonova et al. 2003). In this (class 2). study, multivariate analysis of the river water The mean water temperature (T) of April, Au- quality data set was performed through CA, PCA, gust, and October varied from 11.5◦ C to 26.0◦ C. and HCA techniques (Leps and Smilauer 2003; Water temperatures in reservoirs were highest Helena et al. 2000; Bengraine and Marhaba 2003; than in streams and rivers. The mean pH values Singh et al. 2004; Ouyang 2005; Ouyang et al. 2006; of the 31 stations in Table 1 showed less variation, Kowalkowski et al. 2006; Wang et al. 2007; Astel ranging from 7.8 to 9.3, and the highest pH was et al. 2007). The variables were standardized by z- determined in Erkenze 2 station. High pH value transformation (Liu et al. 2003), and so PCA was in Erkenez 2 station may be the result of the in- carried on it. In order to summarize proximity of dustry in Kahramanmara¸ . Average conductivity s the water quality parameters and river stations, values of all studied stations were in the range CA was applied (Leps and Smilauer 2003). Thir- of 267–1,959 μS/cm, among which the Erkenez 2, teen original variables, including T, pH, DO, EC, Sır 2, Sır 3, and Aksu 4 showed higher values of NH− , NO− , NO− , PO≡ , Cl− , SO= , Na+ , Ca++ , 3 2 3 4 4 conductivity than others. This can be described to and Mg++ , were reduced fewer factors using PCA. the discharge of industrial and domestic sewage, Any factor with an eigenvalue greater than unity which put large amounts of alkaline ions into the (eigenvalue > 1) was considered significant. In river system, since conductivity depends mostly on order to evaluate the similarities of the studied ion concentration in surface water (Bernard et al. stations in terms of water quality, hierarchical 2004). multivariate cluster analysis (Ward’s method) was The lowest DO level (3.9 mg/l) was found in performed using the square root transformed data the Erkenez 2 station, and the DO values in the based on each significant principal factor obtained Sır 2 and Sır 3 were also significantly lower than by PCA, respectively. The clusters were formed the other stations. This suggests that the discharge based on Sneath’s index: 2/3 Dmax , where Dmax is of industry and domestic wastewater induced seri- the maximum distance (Astel et al. 2007). Mul- ous organic pollution in these stations, since the tivariate statistics analyses were performed by decrease of DO was mainly caused by the de-
  • 5. Environ Monit Assess (2010) 167:175–184 179 Table 1 Average concentration of physico-chemical parameters of water quality of the Ceyhan River T pH EC DO NH− 3 NO− 2 NO− 3 PO≡ 4 Cl− SO= 4 Na+ Ca++ Mg++ Hurman 1 14.0 8.6 336 9.4 0.005 0.005 0.79 0.015 8.6 17.6 1.23 44.8 12.8 Hurman 2 18.5 8.2 375 7.9 0.030 0.009 1.74 0.015 5.5 28.9 0.94 55.9 10.9 ˘ Sögütlü 17.0 8.2 454 7.6 0.030 0.042 0.90 0.040 5.1 107.3 1.39 65.4 14.5 Pınarba¸ ı s 14.7 8.3 454 5.7 0.003 0.011 4.36 0.014 4.0 93.1 0.58 56.2 20.7 Elbistan 16.0 8.8 495 7.6 0.028 0.018 1.77 0.024 6.3 64.8 2.36 66.9 18.0 Göksun 16.3 8.9 420 8.3 0.048 0.013 0.37 0.053 6.2 27.5 5.52 56.1 13.6 Menzelet 1 22.2 8.3 281 8.5 0.057 0.027 0.37 0.004 0.5 23.0 3.80 23.9 10.6 Menzelet 2 21.7 8.3 286 8.7 0.017 0.029 0.30 0.002 0.7 24.3 4.61 17.1 5.1 Menzelet 3 21.5 8.4 286 8.0 0.043 0.007 0.35 0.003 1.1 28.0 4.61 15.5 3.6 Menzelet 4 22.6 8.3 285 7.0 0.007 0.008 0.37 0.007 1.0 29.3 5.15 15.6 3.7 Menzelet 5 22.9 8.5 291 7.5 0.004 0.007 0.30 0.003 0.9 33.3 4.70 16.0 3.7 Menzelet 6 22.5 8.4 310 7.1 0.007 0.023 0.57 0.011 0.5 29.7 4.78 26.4 9.0 Menzelet 7 21.0 8.4 297 8.2 0.013 0.008 0.40 0.001 1.1 27.3 4.78 15.7 3.3 Menzelet 8 20.9 8.5 389 7.1 0.017 0.010 0.70 0.004 1.5 31.3 4.47 27.8 7.4 Güredin 17.0 8.9 267 7.9 0.018 0.011 1.62 0.017 5.1 21.7 0.73 34.5 10.8 Fırnız 10.0 8.9 273 9.7 0.041 0.005 0.01 0.030 1.3 17.7 0.57 35.5 10.9 Kılavuzlu 13.0 8.8 346 10.8 0.006 0.030 16.63 0.007 3.1 34.8 0.84 37.1 18.8 Sır 1 13.4 8.7 390 8.7 0.039 0.018 1.24 0.027 5.7 32.2 1.36 43.73 9.14 Sır 2 26.0 7.8 905 4.8 2.460 0.038 3.06 2.760 25.4 66.8 12.98 168.5 89.2 Sır 3 21.5 7.8 655 6.9 1.090 0.046 5.91 0.970 18.4 47.9 8.87 198.4 94.6 Sır 4 17.5 8.2 415 7.1 0.001 0.004 0.02 0.110 6.9 32.5 4.25 45.6 31.2 Sır 5 17.0 7.8 410 7.8 0.001 0.002 0.12 0.210 5.4 36.4 3.87 45.5 31.1 Sır 6 26.0 8.8 440 7.2 0.010 0.017 0.98 0.230 3.2 31.8 4.12 35.8 21.2 Erkenez 1 20.0 8.7 397 7.1 0.009 0.007 0.61 0.009 3.3 16.8 2.21 53.1 14.4 Erkenez 2 18.3 9.3 1,959 3.9 0.298 0.241 4.75 12.60 183.4 430.7 133.9 234.4 24.0 Aksu 1 13.5 8.7 388 6.1 0.023 0.024 22.20 0.006 2.6 27.4 0.83 59.3 10.2 Aksu 2 20.2 8.6 412 7.7 0.035 0.022 1.29 0.015 4.2 27.3 1.99 54.8 15.1 Aksu 3 19.0 8.7 369 7.5 0.041 0.026 7.38 0.014 5.9 27.0 2.44 46.1 14.9 Aksu 4 21.0 8.6 629 7.4 0.058 0.029 4.19 0.050 15.7 88.1 6.75 77.4 25.1 Körsulu 1 11.5 8.8 291 9.3 0.029 0.005 0.52 0.006 2.0 13.6 0.29 39.9 12.7 Körsulu 2 12.5 8.7 441 8.9 0.011 0.002 20.58 0.001 2.4 57.8 0.45 62.9 14.7 Water temperature (T) is in ◦ C, electrical conductivity (EC) is in μS/cm, and other parameters are mg/l composition of organic compounds (Wang et al. The main reason for the high nutrient concen- 2007). Moreover, extremely low DO content usu- tration in Sır 2 and Sır 3 is the domestic waters ally indicates the degradation of an aquatic system from the city of Kahramanmara¸ . This is because s (Wang et al. 2007). The highest DO contents were all wastewaters of 400,000 inhabitants in the city found in Kılavuzlu (10.8 mg/l). Kılavuzlu station is are discharged into Sır 2 and Sır 3 stations without located in the lower basin of Menzelet Reservoir, being purified. and it contains water from hydroelectric power Chlorid, sulfate, sodium, calcium, and magne- stations. Therefore, the water in this station is sium concentrations in the stations of Erkenez 2, well aerated with oxygen. Sır 2 and Sır 3 stations Sır 2, and Sır 3 were found higher than other sta- showed high NH− contents, while Erkenez 2, Sır 3, 3 tions. High sulfate values in these stations resulted and Sögütlü stations showed high NO− and Aksu ˘ 2 from industrial and domestic water from the city 1, Körsulu 2, and Kılavuzlu stations showed higher of Kahramanmara¸ . Sulfate was also found to be s NO− contents than the others. The highest PO≡ 3 4 high in Elbistan, Pınarba¸ ı, and Aksu 4 stations. s concentration was also determined in Erkenez 2, High sulfate concentration in Elbistan and Pı- Sır 2, and Sır 3 stations. High concentration of narba¸ ı stations may have resulted from domes- s nutrient and phosphorus indicate urban pollution. tic and recreational facilities or wastewater and
  • 6. 180 Environ Monit Assess (2010) 167:175–184 Table 2 Component loadings in Principal Component Analysis (PCA) Variables PC1 PC2 PCA3 T 0.009 −0.138 0.670∗ pH 0.496 −0.514∗ −0.216 EC 0.974∗ 0.069 0.012 DO 0.576∗ −0.267 0.270 NH3− 0.124 −0.916∗ 0.033 NO2− 0.963∗ 0.169 0.029 NO3− 0.116 0.097 0.739∗ PO4≡ 0.967∗ 0.082 −0.041 Cl− 0.977∗ 0.146 −0.027 SO4= 0.949∗ 0.219 −0.080 Na+ 0.913∗ 0.208 −0.081 Ca++ 0.904∗ −0.308 0.040 Mg++ 0.067 −0.877∗ −0.069 Variance explained 6.93 2.22 1.14 by components Percent of total 53.31 17.07 8.76 variance explained Fig. 2 Proximity of the water quality parameters and stations in Ceyhan River with ordination diagram from Three significant factors (i.e., eigenvalue > 1) correspondence analysis (Stations: 1 Hurman 1, 2 Hurman were extracted by PCA, which explains 79.14% ˘ 2, 3 Sögütlü, 4 Pınarba¸ ı, 5 Elbistan, 6 Göksun, 7 Menzelet s of the total variation. Singh et al. (2004) classified 1, 8 Menzelet 2, 9 Menzelet 3, 10 Menzelet 4, 11 Menzelet 5, 12 Menzelet 6, 13 Menzelet 7, 14 Menzelet 8, 15 Güredin, 16 Fırnız, 17 Kılavuzlu, 18 Sır 1, 19 Sır 2, 20 Sır 3, 21 Sır 4, 22 Sır 5, 23 Sır 6, 24 Erkenez 1, 25 Erkenez 2, 26 Aksu 1, 27 Aksu 2, 28 Aksu 3, 29 Aksu 4, 30 Körsulu 1, 31 Körsulu 2) atmospheric inputs of SO= from thermic power 2 station in Elbistan (Af¸ in-Elbistan Thermic Power s Station is the biggest thermic power station in Turkey). However, high sulfate value in Aksu 4 station may have resulted form agricultural and industrial facilities. The physico-chemical parameters and river sta- tions were given with an ordination diagram from CA in Fig. 2. The parameters PO≡ , Cl− , and Na+ 4 affected mostly the Erkenez 2 station (25), while NH− affected mostly the Sır 2 (19) and Sır 3 (20) 3 stations, and NO− affected mostly the Kılavuzlu 3 (17), Sır 4 (21), and Sır 5 (22) stations. Menzelet Reservoir stations lay far from the PO≡ , NH− , 4 3 Na+ , and Cl− , while the stream stations were represented by water temperature, pH, DO, and EC in the ordination diagram. PCA was performed to identify characteris- tics of water quality variables in all stations, and Fig. 3 Dendrogram of cluster analysis for factor 1 (PC 1) the factor loading matrix is listed in Table 2. dataset (EC, DO, NO2 –N, O–PO4 , Cl, SO4 , Na, and Ca)
  • 7. Environ Monit Assess (2010) 167:175–184 181 cantly related to factor 1 are presented for each group in Table 3. Group 1 includes 23 stations, and they are the cleanest stations in the Ceyhan River system. Group 2 includes seven stations and showed relatively higher PO≡ , Cl− , SO= , Na+ , 4 4 and Ca++ concentrations than group 1. Group 3 includes one station, and it has high polluted water (class 4) according to criteria of Turkish Water Pollution Control Regulation (Anonymous 1988). As these stations in groups 2 and 3 are in the close vicinity of the cities, rapid urbanization must be the principal reason for the deterioration of water quality in these groups. Based on the second factor (PC2) dataset (pH, NH− , and Mg++ ), all 31 stations were classified 3 into two groups (Fig. 4). Group 1 includes 20 stations, and it was the cleanest stations of Ceyhan River system in terms of pH, NH− , and Mg++ . 3 Group 2 consists of 11 stations. Group 2 was influ- enced by sewage from households and presented a high value of NH− (Table 4). 3 Fig. 4 Dendrogram of cluster analysis for factor 2 (PC 2) dataset (pH, NH3 –N, and Mg) the factor loadings as “strong,” “moderate,” and “weak” corresponding to absolute loading values of >0.75, 0.75–0.50, and 0.50–0.30, respectively. The first factor (PC1) accounts for 53.31% of the total variance and has strong positive loadings on EC, DO, NO− , PO≡ , Cl− , SO= , Na+ , and Ca and a 2 4 4 moderate loading of DO. The second factor (PC2) accounts for 17.07% of the total variance and is significantly related to pH, NH− , and Mg++ . Wa- 3 ter temperature (T) and NO− accounted for the 3 greatest loading for factor 3 (PC3), which explains 8.76% of the total variation. By using PCA, the 13 original variables were reduced to three key independent factors. Multivariate cluster analysis was applied to classify the stations based on each significant fac- tor obtained by PCA. Three dendrograms pro- duced by multivariate cluster analysis for these factors are shown in Figs. 3, 4, and 5, respectively. For factor 1, the 31 stations were divided into three groups by multivariate cluster analysis Fig. 5 Dendrogram of cluster analysis for factor 3 (PC 3) (Fig. 3). The average values of variables signifi- dataset (T and NO3 –N)
  • 8. 182 Environ Monit Assess (2010) 167:175–184 Table 3 Average values of the indicators related to factor 1 (PC1) for the three groups computed by cluster analysis and the water quality guideline of the national water pollution control regulation Group 1 Group 2 Group 3 Water quality guideline 23 stations (n = 69) 7 stations ( n = 21) 1 station ( n = 3) Class I II III IV EC (μS/cm) 343.5 ± 68.7b 544.5 ± 136.5c 2,260.7 ± 1,169.2d (246–597) (310–905) (913–3,005) DO (mg/l) 8.97 ± 1.53b 6.98 ± 1.36c 3.91 ± 1.31d 8 6 3 <3 (6.68–13.81) (4.5–9.6) (2.7–5.3) NO2− (mg/l) 0.014 ± 0.016b 0.026 ± 0.023b 0.269 ± 0.214c 0.002 0.01 0.05 >0.05 (0.001–0.072) (0.001–0.083) (0.032–0.449) PO4≡ (mg/l) 0.032 ± 0.057a 0.513 ± 0.976c 12.683 ± 11.861d 0.02 0.16 0.65 >0.65 (0.001–0.330) (0.001–2.960) (0.740–24.460) Cl− (mg/l) 3.90 ± 2.32b 10.83 ± 8.37c 194.07 ± 149.94d 10 10 50 >50 (0.2–10.3) (1.20–26.40) (34.60–332.20) SO4= (mg/l) 26.60 ± 6.83b 74.93 ± 41.71c 448.97 ± 184.10d 200 200 400 >400 (13.2–38.4) (20.0–189.0) (249.3–612.0) Na+ (mg/l) 3.53 ± 2.85b 4.25 ± 4.39b 136.63 ± 28.95c 125 125 250 >250 (0.41–13.80) (0.21–12.98) (105.30–162.40) Ca++ (mg/l) 38.48 ± 13.89b 96.00 ± 50.42c 260.27 ± 181.22d (19.02–79.16) (41.3–198.4) (58.8–410.0) The means are given with SD and bracket numbers are minimum and maximum values. Superscripted lowercase letters on the numbers are the Tukey HSD test symbols Table 4 Average values of the indicators related to factor 2 (PC2) for the 2 groups computed by cluster analysis and water quality guideline of the national water pollution control regulation Group 1 Group 2 Water quality guideline 20 stations (n = 60) 11 stations (n = 33) Class I II III IV pH 8.56 ± 0.26 8.37 ± 0.60 6.5–8.5 6.5–8.5 6.0–9.0 <6.0–9.0< (7.88–9.10) (7.50–9.58) NH3− (mg/l) 0.026 ± 0.030b 0.367 ± 0.760c 0.2 1.0 2.0 >2.0 (0.001–0.140) (0.001–2.680) Mg++ (mg/l) 11.05 ± 4.59b 37.74 ± 29.91c (2.80–21–40) (13.74–120.00) The means are given with SD and bracket numbers are minimum and maximum values. Superscripted lowercase letters on the numbers are the Tukey HSD test symbols Table 5 Average values of the indicators related to factor 3 (PC3) for the four groups computed by cluster analysis and water quality guideline of the national water pollution control regulation Group 1 Group 2 Group 3 Water quality guideline 13 stations ( n = 39) 12 stations ( n = 36) 6 stations ( n = 18) Class I II III IV T 15.26 ± 3.29 21.83 ± 5.75 20.489 ± 5.637 25 25 30 >30 (10.0–23.0) (12.4–31.2) (12.0–30.2) NO3− (mg/l) 1.297 ± 1.419c 0.415 ± 0.378b 6.944 ± 10.051d 5 10 20 >20 (0.001–4.820) (0.001–1.685) (0.001–41.610) The means are given with SD and bracket numbers are minimum and maximum values. Superscripted lowercase letters on the numbers are the Tukey HSD test symbols
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