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Effects of acid mine drainage on groundwater quality: a case study from an open-pit copper mine in eastern Turkey M. Irfan Yesilnacar & Zekiye Kadiragagil

Bulletin of Engineering Geology and the Environment The official journal of the IAEG ISSN 1435-9529 Volume 72 Combined 3-4 Bull Eng Geol Environ (2013) 72:485-493 DOI 10.1007/s10064-013-0512-5

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Author's personal copy Bull Eng Geol Environ (2013) 72:485–493 DOI 10.1007/s10064-013-0512-5

ORIGINAL PAPER

Effects of acid mine drainage on groundwater quality: a case study from an open-pit copper mine in eastern Turkey M. Irfan Yesilnacar • Zekiye Kadiragagil

Received: 7 June 2012 / Accepted: 7 August 2013 / Published online: 16 November 2013  Springer-Verlag Berlin Heidelberg 2013

Abstract This study was undertaken to determine the variation in groundwater quality of an open-pit copper mine in Maden (eastern Turkey) which has been in operation since 2000 BC, and with modern methods since 1939. Physical and chemical parameters (including pH, temperature, electrical conductivity, concentrations of Na, K, Ca, Mg, Cl, HCO3, SO4, NO3, Fe, Co, Cr, Mn, Ni, Cu, Zn, Al, Cd, and Pb) of the groundwater and spring water samples from the study area were measured on a seasonal basis between October 2009 and July 2010. The groundwater quality was hydrochemically assessed in order to determine its suitability for human consumption and agricultural use. The measured and analyzed parameters in all the water samples were below the maximum admissible concentrations set out in international and national standards, guidelines, directives, and regulations for human consumption and for agricultural purposes. In addition, the results of previous studies on the possible effects of the mine site on soil, stream sediment, plants, and surface water in the same area are discussed. Keywords Acid mine drainage  Groundwater contamination  Drinking water  Irrigation water  Maden  Turkey

Introduction Metal-containing acid mine drainage (AMD) is created by the interaction of air and water with sulfides such as pyrite M. I. Yesilnacar (&)  Z. Kadiragagil Department of Environmental Engineering, Harran University, Osmanbey Campus, 63190 S¸ anlıurfa, Turkey e-mail: [email protected]; [email protected]

(FeS2) found in overburden piles and also in mine shafts consisting of sub-commercial grade mining material left over from mining operations. Other sulfide minerals are oxidized in a similar way as pyrite, releasing metals and sulfate in solution and, therefore, AMD may contain several metals such as Cu, Fe, Zn, Al, Pb, As, and Cd in high concentrations. AMD is acidic in nature and generally has low organic carbon content. If uncontrolled, AMD flows into local streams, lakes, and rivers, contaminating soil and groundwater and destroying plant and animal biota (Szczepanska and Twardowska 1999; Equeenuddin et al. 2010). Furthermore, some effluents generated by the metal mining industry contain large quantities of toxic substances such as cyanides and heavy metals, which have serious human health and ecological implications (Akcil and Koldas 2006). The formation of acidic wastewater can continue even tens and hundreds of years after mine closure if the conditions remain favorable (Sahinkaya et al. 2011). The adverse effects of AMD on groundwater are more profound compared to surface water (Paschke et al. 2001; Eary et al. 2003). Significant concentrations of sulfate, metals, metalloids, and other contaminants have been found in groundwater plumes migrating from mine workings and sulfide waste repositories and impoundments. If not rectified, a plume of contaminated water will migrate over time downgradient, spreading beyond the mine workings and waste repositories, surfacing at seepage points, and contaminating surface water (Lachmar et al. 2006). Contamination levels depend on the interaction between the soil, sediment, or rock through which the contaminated water flows and the contaminant in the water (Lottermoser 2007). The study area is well known due to its copper deposit, the most important in Turkey (Go¨ymen and Aslaner 1969). The deposit was one of the most ancient copper mining

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centers. According to some researchers, the deposit has been known since 2000 BC. The modern era of copper production at Maden began in 1939 when Etibank, a state mining organization, started exploiting the ore (Bamba 1976). The ore mining and processing plant produces 10,000 tons of blister copper per year. This amount of copper is produced from 30,000–35,000 tons of slag, and around 6,650 m3 of flotation waste with a solid content of 10 % is generated (Boybay and Arslan 1992). Over the years, overburden, slag, flotation waste, and wastewater resulting from the mining activities have been discharged into the Maden Cayi (stream) without any treatment. Hence, the contamination of surface water, plants, soil, and stream sediment in the vicinity of the mine area has been reported in several studies (Gu¨r 1993; Ozdemir and Sagiroglu 2000; S¸ as¸ maz and Yaman 2008; Kırat and Bo¨lu¨cek 2010). This study aims to evaluate the adverse effects of mining activity in the study area (Maden, Elazıg˘) on groundwater quality. For this purpose, the groundwater quality of the study area was monitored over 1 year on a seasonal basis and the results were compared with previous studies on the same area.

M. I. Yesilnacar, Z. Kadiragagil

Fig. 1 The study area

of submarine volcanism and they are hosts for Cyprus-type pyritic copper deposits (Griffitts et al. 1972; Bamba 1976; ¨ stu¨ntas¸ and Sag˘ırog˘lu 1993; Aktas¸ and Robertson 1984; U Ozdemir and Sagiroglu 2000). Methodology

Materials and methods Study area The study area is located 78 km southeast of the city of Elazıg˘ and within the town of Maden (Fig. 1). The area is thinly populated and has very rough morphology where peaks of around 1,500 m are separated by deep valleys with mainly seasonal streams. Vegetation is sparse and only stream valleys are conducive to plant growth. The region has a semi-arid climate type. The long-term mean annual precipitation is 434 mm and the temperature is 14 C. Geology Geological units in the studied area and their main geological properties are described below, and a simplified geological map of the area is given in Fig. 2. There are two main geological units in the study area: the Guleman Ophiolites and the Maden Complex. The Upper Cretaceous aged Guleman Ophiolites are composed of peridotites, gabbros, sheeted dykes, and pillow lavas, and bear many alpine-type chromite bodies. The Eocene Maden Complex overlies the ophiolites unconformably. The complex is composed of rocks that are sedimentary (sandstone, marl, limestone, and mudstone), volcano-sedimentary and volcanic-subvolcanic (diabase, diabase breccia, andesite, and basaltic andesite). The main volcanic bodies are products

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Between October 2009 and July 2010 on a seasonal basis over a period of 1 year, groundwater and spring water samples were taken from three observation points to represent the entire study area (Fig. 3). Sampling and measurement procedures were carried out in accordance with: • • •

D4448-01 Standard Guide for Sampling Ground-Water Monitoring Wells (ASTM 2001), Water Quality-Sampling-Part 2: Guidance on sampling techniques (TSE 1997) and Groundwater Well Sampling (EPA 1995).

Electrical conductivity (EC), temperature, and pH were measured with a SevenGo pro-SG7 conductivity meter and a portable pH meter immediately after sampling in the field. The water samples collected in the field were analyzed for chemical constituents such as sodium, potassium, calcium, magnesium, chloride, bicarbonate, sulfate, nitrate, iron, cobalt, chrome, manganese, nickel, copper, zinc, aluminum, cadmium, and lead. Analyses were conducted in the laboratory using the standard methods as suggested by the American Public Health Association (APHA-AWWA-WEF 1999). Metal concentrations were measured with an inductively coupled plasma (ICP) combined with atomic emission spectroscopy. Concentrations of chloride, sulfate, and nitrate were determined with a Merck Nova 60 photometer. Concentration of bicarbonate was analyzed by volumetric titrations. All measurements were done at least in duplicate. The accuracy of

Author's personal copy Effects of AMD on groundwater quality

487

Fig. 2 Geological map of the study area (adapted from MTA 2010) Fig. 3 Study area showing topography and the location of the sampling sites in relation to mine areas

the chemical analysis was verified by calculating ion-balance errors, which were generally below 5 %. Results and discussion The physical and chemical parameters for each sampling point are provided in Table 1. The quality of the groundwater in the studied area was assessed hydrochemically so as to

determine its suitability for human consumption and agricultural purposes. In addition, hydrochemical facies of all the groundwater samples were determined (Kadiragagil 2011). In terms of the quality of water intended for human consumption, the results were evaluated in accordance with: •

Standard 266 of the Turkish Standards Institution (TSE) regarding the quality of water intended for human consumption (TSE 2005),

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Table 1 Mean values of physical and chemical parameters of groundwater in the sampling sites Sampling periods

Fall

Sampling site no.

1

Temperature (C)

Winter 2

3

1

Spring 2

3

1

Summer 2

3

1

2

3

17.00

19.90

14.10

11.00

15.00

12.00

14.00

16.40

13.00

14.00

23.40

pH

8.13

7.00

7.17

7.57

7.00

7.17

7.85

7.00

7.16

7.85

7.00

7.17

EC

783.00

303.00

210.40

480.00

303.00

210.40

631.50

308.00

162.80

631.50

298.00

258.00

HCO3

15.00

90.00

167.50

142.50

97.50

167.50

142.50

93.75

165.00

155.00

93.75

170.00

130.00

199.00

16.89

15.19

105.08

16.89

15.19

152.04

16.96

16.13

152.04

16.81

14.25

Cl

2.50

1.11

1.14

0.77

1.11

1.14

1.59

1.31

1.48

1.59

0.90

0.79

NO3 Na

1.00 3.32

1.07 4.93

0.99 4.17

2.55 1.33

1.07 4.93

0.99 4.17

1.73 2.33

1.19 4.94

1.04 4.13

1.73 2.33

0.95 4.91

0.94 4.22 0.80

SO4

K

2.59

0.76

0.72

0.76

0.76

0.72

1.68

0.74

0.64

1.68

0.78

Mg

70.40

6.90

4.81

36.91

6.90

4.81

53.66

6.98

4.95

53.66

6.82

4.68

Ca

37.93

54.04

47.28

14.89

54.04

47.28

26.41

53.85

45.83

26.41

54.23

48.72

Fe

0.28

0.58

0.58

0.10

0.58

0.58

0.59

0.27

0.26

0.59

0.10

0.10

Co

0.02

0.01

0.01

0.02

0.01

0.01

0.02

0.01

0.01

0.02

0.01

0.01

Cr

0.03

0.01

0.01

0.02

0.01

0.01

0.03

0.01

0.01

0.03

0.01

0.01

Mn

0.02

0.10

0.10

0.02

0.10

0.10

0.02

0.10

0.10

0.02

0.10

0.10

Ni

0.03

0.01

0.01

0.02

0.01

0.01

0.02

0.01

0.01

0.02

0.01

0.01

Cu

0.20

0.01

0.01

0.02

0.01

0.01

0.11

0.01

0.01

0.11

0.01

0.01

Zn

0.41

0.10

0.10

0.02

0.10

0.10

0.19

0.10

0.10

0.18

0.10

0.10

Al

0.05

0.10

0.10

0.01

0.10

0.10

0.03

0.10

0.10

0.03

0.10

0.10

Cd

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Pb

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

Concentrations are expressed in mg/l, EC in lS/cm

• •



The World Health Organization (WHO) Guidelines for Drinking-Water Quality (WHO 2004), Directive 98/83/EC of the EU (European Union) regarding the quality of water intended for human consumption (EU 1998) and The Turkish Water Pollution Control Regulations (Ministry of Environment and Forestry 2004).

All the water quality parameters considered in all the water samples were below the maximum admissible concentration according to the above-specified international and national standards, guidelines, directives, and regulations. The analytical data plotted on the US salinity diagram illustrate that sample nos. 1 and 2 fall in the field of C2-S1, indicating medium salinity and low alkalinity hazard (Fig. 4). Also, sample no. 3 falls in the field of C1S1, indicating low salinity and low alkalinity hazard (Fig. 4). The EC and Na% values plotted on the Wilcox diagram illustrate that all the well water samples fall in the field of ‘‘very good to good’’ for irrigation (Fig. 5). The geochemical evolution of the groundwater was determined by plotting the concentrations of major cations and anions into a Piper (1944) trilinear diagram (Fig. 6), which was prepared using RockWare Aq.QA v.1.1 software. On the

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basis of the chemical analyses of all water samples taken from the study area (during the period of sampling), the groundwater is divided into two facies. Sample no. 1 represents Ca–CI facies, while sample nos. 2 and 3 represent Ca–HCO3 facies. According to Schoeller’s diagram, the groundwater was classified as ‘‘very good quality drinkable water (S2 and S3)’’ and ‘‘good quality drinkable water (S1)’’ for human consumption (Fig. 7). Gu¨r (1993) and Gu¨r et al. (1994) did not observe significant heavy metal pollution in the upstream section of the Maden stream, while in the vicinity of the mining plant and downstream of the stream, significant heavy metal pollution was detected. The plant samples from 47 stations to analyze the contents of Cu, Fe, Mn, and Zn to determine the contamination level in plants growing along the Maden stream valley were collected by Ozdemir (1996) and Ozdemir and Sagiroglu (2000). Similar to the studies conducted by Gu¨r (1993) and Gu¨r et al. (1994), Cu, Fe, Mn and Zn contamination was detected in all the plant species. Studies on the soil and sediment pollution in the area have also been conducted previously (S¸ as¸ maz and Yaman 2008; Kırat et al. 2008; Kırat and Bo¨lu¨cek 2010). The mean

Author's personal copy Effects of AMD on groundwater quality

Fig. 4 Salinity and alkalinity hazard of irrigation water in USA salinity diagram with groundwater samples 1, 2, and 3 plotted

concentrations of Cu, Ni, Co, Cr, and Mn in the soil samples taken in the vicinity of the plant were 1,595, 489, 202, 305, and 1,406 mg/kg, respectively. The study results indicated that these soil samples had much higher metal concentrations compared to uncontaminated soil samples (106-fold for Cu, 25-fold for Ni, 10-fold for Co, 5-fold for Cr, and 3-fold for Mn). Furthermore, heavy metal accumulation was detected in most plants (S¸ as¸ maz and Yaman 2008). Similarly, Kırat et al. (2008) and Kırat and Bo¨lu¨cek (2010) reported that some heavy metals (including Cu, Pb, Zn, As, Cd, and Fe) were concentrated in the fine fraction of stream sediment. As seen from Table 2, AMD derived from the mine area is highly acidic, and the sulfate and metal concentrations are remarkably high. In addition, the composition of AMD is highly variable. The pH and sulfate concentrations in the first sampling point (AMD1) were 5 and 1,500 mg/L, respectively, while these values in the second sampling point (AMD2) were 3 and 3,200 mg/L, respectively. The reason for the decreasing pH and increasing sulfate concentration is that the AMD that is formed flows from the first sampling point (AMD1) to the second one (AMD2) as a result of the slope of the land (Fig. 3). AMD has very low

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Fig. 5 Suitability of groundwater for irrigation in Wilcox diagram with groundwater samples 1, 2, and 3 plotted

pH and high concentration of metal and sulfate in the second sampling point as a result of the contact of sulfurcontaining ore with the water and air (Sahinkaya et al. 2011). The results of the aforementioned studies have revealed that the stream water, plants, soil, and sediment in the mine area and its vicinity face a very serious environmental problem as a result of the overburden, slag, flotation waste, and wastewater from the mining activities, and from the uncontrolled discharge of AMD and the discharged municipal wastewater without any treatment. However, the reason for not observing any serious contamination in the groundwater in the area is because of the geological structure of the area and natural processes. The study suggests that the concentration of contaminants is reduced to an acceptable level by natural processes. Gonza´lez-Cha´vez et al. (2009) defines the following mechanisms of attenuation: adsorption, biological uptake, cation and anion exchange reactions, dilution, filtration, and precipitation reactions; except for dilution, these mechanisms can be operative in unsaturated media. All the mechanisms except for biological uptake can be operative in the aquifer. Natural attenuation processes in the aquifer might also reduce the constituent concentrations to background levels in the pathway of the subsurface drainage

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M. I. Yesilnacar, Z. Kadiragagil

Fig. 6 Chemical facies of all groundwater samples in Piper diagram

since the upper geological units include limestone and mudstone with clayey layers that more readily adsorb contaminants. Neutralizing minerals, such as carbonates, in the aquifers also buffer acidic groundwater.

3.

Conclusion and recommendations Based on the results of this study, the following conclusions can be drawn: 1.

2.

The stream water, plants, soil, and sediment in the mine area and its vicinity face a very serious environmental problem as a result of the overburden, slag, flotation waste, and wastewater from the mining activities and the uncontrolled discharge of AMD and the discharged municipal wastewater without any treatment. As a consequence of the geological formation of the study area and natural attenuation processes, contamination in the groundwater in the area has so far not been detected.

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4.

Test results indicate that groundwater and natural spring water in the area are suitable for human consumption and for agricultural purposes. However, contamination as a result of continuous intensive mining activities is possible in the future. Hence, groundwater vulnerability maps for the delineation of protection zones in areas affected by groundwater contamination due to mining activities need to be prepared. Unless more care is taken to prevent contamination of stream water, plants, soil, and sediment, the problems may affect the entire region. Therefore, a continuous and systematic environmental monitoring network should be established to monitor the environmental and natural resources in the region.

It is hoped that the results of this study will contribute to the efforts of practitioners and scientists to better manage the possible effects of an open-pit copper mine on the environment and specifically groundwater quality in a semi-arid region.

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Fig. 7 Classification of the groundwater analyses in the drinkable water diagram by Schoeller

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Table 2 Chemical composition of AMD water of the open-pit mine in Maden (Sahinkaya et al. 2011) Parameter

AMD1 (mg/l)

AMD2 (mg/l)

COD

\30

\30

pH

4.3

3.04

Sulfate

1,500

3,360

Al

0.155

54.37 ± 2.95

Ca

236

117.31 ± 6.30

Cd

0.0018

0.01 ± 0.01

Co Cr

2.189 0.029

8.99 ± 0.48 0.12 ± 0.03

Cu

3.976

44.91 ± 2.75

Fe

2.274

391.05 ± 60

K

1.889

19.34 ± 0.92

Mg

367.6

341.77 ± 20

Mn

6.476

6.05 ± 1.72

Na

10.69

11.24 ± 1.88

Ni

0.776

3.78 ± 0.2

Pb

0.99

6.90 ± 2.23

Zn

3.01

5.90 ± 0.84

Acknowledgments This study was funded by the Scientific ¨ BAK) under Research Projects Committee of Harran University (HU Grant No. 2009-081. The authors would like to thank Deniz Ucar, Nisa Kasar, and Omer Kotan for their assistance in the field and the laboratory.

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