Open Access

Use of combined coagulation-adsorption process as pretreatment of landfill leachate

  • Rajan Gandhimathi1Email author,
  • Nalladurai Jegan Durai1,
  • Puthiya Veetil Nidheesh1,
  • Sreekrishnaperumal Thanga Ramesh1 and
  • Subramaniam Kanmani1
Iranian Journal of Environmental Health Science & Engineering201310:24

DOI: 10.1186/1735-2746-10-24

Received: 11 March 2013

Accepted: 16 March 2013

Published: 21 March 2013

Abstract

Landfill leachate is an important pollution factor resulting from municipal landfill sites. Physical and chemical processes are the better option for pretreatment or full treatment of landfill leachate. This article presents a combination of pre-treatment method (coagulation and adsorption) for leachate collected from municipal solid waste open dumping site. Physico chemical characteristics of stabilized and fresh leachate were examined. Coagulation process was examined by using alum and ferric chloride. A low cost adsorbent, fly ash was used for adsorption studies. Coagulation studies were carried out for fresh and stabilized leachate. Adsorption studies have been conducted for alum pre-treated stabilized leachate. Effect of coagulant dose, adsorbent dose, pH and contact time were carried out. The effective optimum coagulant dosages were 0.6 g/L and 0.7 g/L for alum and ferric chloride respectively for stabilized leachate and incase of fresh leachate 0.8 g/L and 0.6 g/L for alum and ferric chloride respectively. For the alum pretreated stabilized leachate, the maximum COD removal is 28% using fly ash adsorbent with equilibrium time of 210 min and optimum dose of 6 g/L. Overall COD removal efficiency of 82% was obtained by coagulation using alum and adsorption using fly ash for stabilized leachate. The results obtained showed that combined coagulation and adsorption process can be used effectively for stabilized leachate treatment.

Keywords

Coagulation Adsorption Landfill Leachate COD

Introduction

Landfill leachate is an important pollution source originated in municipal landfill sites. Landfill leachate is defined as those aqueous streams generated as a consequence of rainwater percolation through wastes, biochemical processes in the wastes’ cells and the inherent water content of the wastes themselves [1]. Leachates may contain large amounts of organic matter, of which humic type constituents are an important group, as well as ammonia- nitrogen, heavy metals and chlorinated organic and inorganic salts [1]. The type of leachate depends on factors such as age and type of landfill, pH, and BOD5/COD ratio. Leachate may be classified as young (or raw), and stabilized (mature) [2]. Young leachates are generally low in pH (<6.5) and high in COD (>15,000 mg/L), biodegradable matters, BOD/COD ratio (0.5–1), and heavy metals (>2 mg/L); whereas old or stabilized leachates are usually high in pH (>7.5) and NH4–N (>400 mg/L) and low in COD (<3000 mg/L), BOD/COD ratio (<0.1) and heavy metals (<2 mg/L) [3]. The discharge of landfill leachate can lead to serious environmental problems as they may percolate through soils and sub soils, causing extensive pollution of ground and surface waters if they are not properly treated and safely disposed [4]. Leachate becomes ahead of wastewaters as being the most difficult to treat as it is a wastewater with a complex and widely variable content generated within a landfill. Therefore, many pretreatment and combined treatment methods have been proven to treat leachate [5].

Conventional landfill leachate treatments can be classified into three major groups: (a) leachate transfer to a municipal wastewater treatment plant where it is subject to combined treatment with domestic sewage, (b) biodegradation (aerobic and anaerobic) processes and (c) chemical and physical methods such as chemical oxidation, adsorption, chemical precipitation, coagulation/flocculation, sedimentation/flotation and air stripping [6]. Biological treatment is primarily used to stabilize degradable organic matter in the young and middle aged leachates [7]. However, they generally fail to treat a leachate with a rather low BOD5/COD, or high concentration of toxic metals [8]. Hence, physico-chemical processes are mostly used for pretreatment or full treatment for this type of landfill leachate [9]. Physico-chemical processes are used for the pretreatment of young leachate to make it amenable to biological treatment and to hydrolyze some refractory organic compounds found in leachate from older landfills [7].

Various physical-chemical processes such as adsorption [1, 10], coagulation/flocculation [24, 11], Fenton process [12], electro chemical oxidation [8], electrocoagulation [5] etc. were applied successfully for the treatment for landfill leachate. Combination of the above process reduces the drawbacks of each single process. The removal efficiency of COD from leachate by adsorption process is very low [10]. The leachate treatment by adsorption is effective at low COD values. At the same time, chemical coagulation works well for leachate pre-treatment. By combining these two processes, an effective COD removal from landfill leachate can be achieved [13]. Thus combination of these two processes may be a promising technology for the pretreatment of leachate.

The aim of this study was to study the feasibility of the combined coagulation and adsorption process as a pre-treatment for COD removal in landfill leachate. Leachate was collected from open dumping site at Ariyamangalam, Tiruchirappalli city, Tamil Nadu, India. The Ariyamangalam dumping site in Tiruchirappalli Corporation has been in operation since 1967, covering a total surface area of 47.5 acres. The dumping site is located at an altitude of 75.88 m above Mean Sea Level (MSL) with latitude of 10°48’ N and longitude of 78°43’ E. In this dumping site solid wastes (approximately 400 tonnes/day) are deposited with a depth of 3 to 5 m. In this dump yard, waste is disposed without segregation and compaction. No daily or intermediate cover is placed over the deposited waste. Access to the site is freely available to all and the site is regularly utilized by rag pickers, scavenging for recyclable materials, and by a variety of animals, including water buffalo, cattle, pigs, and dogs, scavenging for food waste. There will be no lining at the bottom of the dump yard. The leachate produced due to the biological decomposition of municipal solid waste and entry of rainwater percolates through the soil and eventually pollutes the groundwater in the surrounding areas.

Alum and FeCl3 were used as potential coagulants for the present study. Effect of coagulant dose on COD removal was examined and compared. The specific aim of this work was to study the combined effect of above two processes for COD removal from stabilized leachate. Fly ash “C” was used as adsorbent for this study. Fly ash is a waste material produced abundantly as a byproduct from industries such as thermal power plants, steel mills etc. Fly ash was reported as a good adsorbent for treating leachate [10, 14]. Effect of fly ash dosage and contact time on COD removal from leachate also investigated.

Materials and methods

Leachate

Leachate samples collected from the open dumping site were filled in plastic container, transported to the laboratory and stored at 4°C and analyzed within 2 days. A total of 20 leachate samples were collected for monitoring purpose. Out of which 11 stabilized leachate samples were collected in old dumping area (age > 3 years), whereas the remaining 9 fresh leachate samples were collected near to the new dumping area (< 2 years). The parameters such as pH, COD, BOD, total hardness, electrical conductivity, total dissolved solids, major cations such as Ca2+, Mg2+, and iron, major anion such as Cl- were determined. All the analyses in this study were repeated two or three times until concomitant values were obtained, and all the tests were carried out according to the standard methods [15].

Pretreatment of leachate by coagulation process

Coagulation studies were performed in a conventional jar-test apparatus, equipped with six beakers of 1 litre volume at room temperature. The experimental process consist of three subsequent stages: the initial rapid mixing stage took place for 3 min at 160 rpm, followed by a slow mixing stage for 17 min at 40 rpm. Stirring was then discontinued and the sludge was left to settle for an hour. After the settling period, the supernatant was withdrawn from the beaker and was analyzed and wet sludge volume was estimated from the sludge level deposited at the bottom of the glass beakers after 24 h. Coagulants such as alum (Aluminium sulphate) and Ferric Chloride were supplied in liquid state. Mother solution containing 10 g Fe3+/L, 10g Al3+/L were prepared for coagulation experiment. The experiments were carried out without prior pH adjustment using different coagulant dosages (0.2 to 1 g/L). Supernatant solution after coagulation process for different coagulant dosage was analyzed for their residual COD concentration and change in pH.

Removal of COD in the pre treated stabilized leachate by adsorption

Adsorption batch study has been carried out using fly ash ‘C’ for alum pretreated stabilized leachate. The adsorbent was obtained from Neyveli Lignite Corporation Limited, Neyveli, Tamil Nadu. Characteristics of the fly ash were reported in our previous work [10]. Kinetic study was conducted with the known dose of adsorbent (0.025 g) for the 50 mL of pretreated leachate samples. The samples were shaken at an agitation rate of 150 rpm. The samples were taken out at different intervals in between 5 and 300 minutes. The sorbent solution mixtures were then centrifuged at 6000 rpm for 5 minutes and the supernatant was analyzed for the residual COD.

The batch isotherm studies were carried out by shaking a series of bottles containing various amounts of fly ash dosage (0.05 to 0.5 g) in 50 ml of pretreated leachate samples. Fly ash particles were dried at 110°C for 2 hours before the batch experiment. The samples were stirred at room temperature at 150 rpm for equilibrium time, then their content was centrifuged at 6000 rpm for 5 minutes and the supernatant liquid was analyzed for changes in the solution pH and residual COD.

Results

The characteristics of fresh leachate and stabilized leachate are given in Table 1. And the leachate characteristics used for pre treatment with different coagulants are reported in Table 2. Removal efficiency of COD for different dosage of ferric chloride and alum without prior adjustment of pH for stabilized and fresh leachate is shown in Figure 1. The variation in pH due to addition of coagulants is also represented in Figure 1. Amount of sludge produced for different dose of FeCl3 and alum is shown in Figure 2. The optimum conditions for both alum and FeCl3 coagulation is given in Table 3. COD removal for constant fly ash dose of 0.5 g/L at different time period is shown in Figure 3. COD removal and effluent pH for different dose of fly ash for equilibrium time is shown in Figure 4.
Table 1

Typical range of leachate characteristics

S. No.

Parameter

Fresh leachate

Stabilized leachate

  

Value range

Average

Standard deviation

Value range

Average

Standard deviation

1

pH

6.96-7.77

7.44

0.268

7.68-8.33

8.03

0.195

2

Electrical conductivity (μs)

11130-65000

31126.67

18579.06

6810-40300

21980

12217.05

3

Total dissolved solids (mg/L)

10000-47000

23888.89

12404.08

6000-29000

17181.9

8109.47

4

Chlorides (mg/L)

1000-6500

3276.99

2385.80

1000-6500

3450.76

2049.82

5

Total alkalinity (mg/L as CaCO3)

4500-19000

10944.44

4914.54

2500-11000

6409.09

3096.91

6

Total hardness (mg/L as CaCO3)

4000-11000

8500

2061.55

4500-8500

4772.72

1472.47

7

Calcium (mg/L)

1200-3000

1911.11

600.92

400-1800

1000

464.75

8

Magnesium (mg/L)

250-1500

904.5

434.31

250-1100

552.27

299.41

9

BOD5 (mg/L)

3300-43328

19884.27

14947.05

60-3000

936.14

1006.20

10

COD (mg/L)

6240-66240

30791.11

22383.15

1024-19200

8951.27

6011.64

11

Iron (mg/L)

14-600

261.88

198.15

40-82

126.66

134.86

Table 2

Characteristics of leachate before pretreatment

S. No.

Parameters

Fresh leachate

Stabilized leachate

1

pH

7.4

7.87

2

Total dissolved solids (mg/L)

20000

13000

3

Electrical conductivity (μs)

25800

14700

4

Chlorides (mg/L)

2500

3498

5

Total alkalinity (mg/L as CaCO3)

10,500

6000

6

Total hardness (mg/L as CaCO3)

5000

4000

7

Calcium (mg/L)

800

600

8

Magnesium (mg/L)

729

607

9

BOD5 (mg/L)

10812

1952

10

COD (mg/L)

16896

6240

https://static-content.springer.com/image/art%3A10.1186%2F1735-2746-10-24/MediaObjects/40201_2013_Article_58_Fig1_HTML.jpg
Figure 1

COD Removal and pH variation for different dose of ferric chloride and alum for (a) stabilized leachate (b) fresh leachate.

https://static-content.springer.com/image/art%3A10.1186%2F1735-2746-10-24/MediaObjects/40201_2013_Article_58_Fig2_HTML.jpg
Figure 2

Amount of sludge produced for different dose of ferric chloride and alum for (a) stabilized leachate (b) fresh leachate.

Table 3

Optimum coagulation results

Coagulant

Stabilized Leachate

Fresh Leachate

 

Optimum dose (g/L)

COD Removal efficiency (%)

Effluent COD at optimum dose (mg/L)

Effluent pH at optimum dose

Optimum dose (g/L)

COD removal efficiency (%)

Effluent COD at optimum dose (mg/L)

Effluent pH at optimum dose

Alum

0.6

75

1560

4.11

0.8

55

7603.2

5.15

FeCl3

0.7

59

1872

7.28

0.6

35

10982

7.05

https://static-content.springer.com/image/art%3A10.1186%2F1735-2746-10-24/MediaObjects/40201_2013_Article_58_Fig3_HTML.jpg
Figure 3

Effect of contact time on COD removal.

https://static-content.springer.com/image/art%3A10.1186%2F1735-2746-10-24/MediaObjects/40201_2013_Article_58_Fig4_HTML.jpg
Figure 4

COD Removal and variation in pH for different dose of fly ash.

Discussions

Characteristics of leachate

To study the leachate characteristics, leachate samples from the actual leachate streams in the solid waste dumping site were collected and analyzed. From the Table 1, it can be observed that the fresh leachate sample possesses very high concentration of chemical parameters except pH, when compared to stabilized leachate samples. The range of COD varies from 6240 mg/L to 66240 mg/L for fresh leachate and 1024 mg/L to 19200 mg/L for stabilized leachate samples. The BOD5/COD value of fresh leachate is 0.52-0.65. This is in the range reported by Ghafari et al. [3] for fresh leachate. The BOD5/COD ratio of stabilized leachate varies from 0.06 to 0.15. The composition of fresh leachate can be considered as characteristic of acidic decomposition. Similarly, the high value of conductivity of 11130 – 65000 μ Mho/cm indicates the presence of large amount of dissolved inorganic materials in the fresh leachate samples. The pH value of the fresh samples was observed in the range of 6.96 – 7.77, but the older samples were amber colored and alkaline with pH range of 7.68 to 8.33. This may be attributed to the decrease in the concentration of free volatile acids due to anaerobic composition, as fatty acids can be partially ionized and contribute to higher pH values. Alkaline pH is normally encountered at landfills, 10 years after disposal [16]. In addition to high organic compound concentration, both leachates contain high concentrations of inorganic substances such as chlorides, calcium, magnesium and iron. The presence of magnesium in the leachate is due to the disposal of construction waste along with MSW [17]. Fresh leachate samples were found to contain relatively high concentrations of iron (14 to 600 mg/L), whereas the old samples were found to have values less than 82 mg/L. This reduction represents the dilution effect with respect to age of the dumping site.

Pretreatment of leachate using coagulation

The effect of coagulant dose was studied by varying the coagulant dose from 0.2 to 1 g/L and the removal efficiency of COD, pH of the effluent and sludge volume was analyzed. From Figure 1(a) it is observed that the COD removal efficiency increases with the increase of dose from 0.2 to 0.6 g/L for alum and 0.2 to 0.7 g/L for ferric chloride and thereafter remains constant for stabilized leachate. From Figure 1 (b) it can be observed that the fresh leachate COD removal efficiency increases with the increase of dose from 0.2 to 0.8 g/L for alum and 0.2 to 0.6 g/L for ferric chloride and remains unchanged thereafter. The optimum dose of ferric chloride was 0.7 and 0.6 g/L with the COD removal efficiency of 59 and 35% for stabilized and fresh leachate respectively. For alum, the removal efficiency becomes maximum of 75 and 55% at 0.6 and 0.8 g/L for stabilized and fresh leachate respectively. From the Figure 1 (a) and 1 (b), it was found that alum has better COD removal efficiency than that of FeCl3. This is due to difference in hydrolysis of these coagulants. The mechanism of both alum and FeCl3 coagulation was controlled by pH, coagulant dosage and colloid concentrations [18]. For Aluminium - H2O system, the equilibrium concentration was controlled by Al (OH)3 and Al(OH)4- concentration at alkaline medium (pH >7.2) and Al (OH)3 and Al13(OH)345+ concentration in the pH range 7.2 to 5.6 [19]. Similarly for Iron- H2O system the equilibrium concentration was controlled by Fe (OH)3 and Fe(OH)4- concentration at pH > 10, concentration of Fe(OH)3 for pH in between 7 and 10, concentration of Fe (OH)3 and Fe(OH)2+ for pH in between 3.5 and 7 and concentration of Fe3+ at pH < 3.5. For both the coagulants the process was occurs due to (i) adsorption and charge neutralization and (ii) enmeshment in sweep flocculation [18].

From the Figure 1 (a), alum dose up to 0.3 g/L, the COD removal is due to enmeshment in Al (OH)3 precipitate. In that region the change in pH is insignificant (7.8 to 7.37). But after that there is a significant change in pH (7.37 to 4.11) up to an alum dosage of 0.6 g/L. The COD removal at this point may due to both charge neutralization (Al13(OH)345+) and enmeshment of pollutants on Al(OH)3. By increasing the dose beyond the 0.6 g/L, the removal efficiency decreases due to reduction in pH (4.11 to 3.6). For fresh leachate (Figure 1 (b)), COD removal mechanism is similar to the stabilized leachate. It can be observed that the change in pH is insignificant after the optimum dose. This may be due to high amount of alkalinity in the fresh leachate when compared to stabilized leachate (Table 2). For FeCl3 coagulation (Figure 1), there was an insignificant decrease in pH throughout the process. The pH was maintained near neutral condition. So the COD removal by FeCl3 is due to enmeshment of pollutants on Fe(OH)3. But the formation rate of Fe(OH)3 is very less compared to Al(OH)4- and Al13(OH)345+[18]. Due to that the less COD removal efficiency has been observed in FeCl3 coagulation.

Amount of sludge produced for different dose of ferric chloride and alum for stabilized and fresh leachate after 24 hr was presented in Figure 2. From the Figure 2 (a) and 2 (b), it was found that the increase in dose decreases the sludge production for ferric chloride compared to alum. In case of alum, the maximum sludge production was found to be 338.4 mL/L for the dose of 0.5 g/L and 333 mL/L for the dose of 0.7 g/L for stabilized leachate and fresh leachate respectively.

Removal of COD in the pre treated stabilized leachate by adsorption

Removal of COD in the pretreated stabilized leachate by alum coagulation (COD = 1560 mg/L; pH = 4.11) has been carried out by adsorption process using fly ash ‘C’. From Figure 3 it was found COD removal is of 3%, 7.2% was obtained at 60 min, 120 min respectively and 11.34% COD has been removed at 210 min and remains constant. The time required to attain this state of equilibrium is termed the equilibrium time, and the amount of pollutant adsorbed at the equilibrium time reflects the maximum adsorption capacity of the adsorbent under those operating conditions [20]. Thus the equilibrium time was taken as 210 min.

From the Figure 4, it has been observed that the COD removal is15% for 1 g/L and increases to 27% for 6 g/L of fly ash, which is due to the increase in adsorbent surface area of the adsorbent [21]. By increasing the fly ash dose beyond the 6 g/L, the COD removal efficiency decreases. The pH of the leachate also increases (4.11 to 7.6) with increase in fly ash dose. The point of zero charge of fly ash used in the present study is 6.9 [10]. At pH less than 6.9, the surface of fly ash is predominated by positive charges. While at pH greater than 6.9 the surface is predominated by negative charges. The COD removal efficiency is maximum below the point of zero charge and decreases after the point of zero charge. This is due to repulsion between colloidal organic matter and negatively charged fly ash surface. The active sites present on the adsorbent also decreases due to heavy metal adsorption (cations) over the point of zero charge.

The COD removal efficiency of 75% (6240 to 1560 mg/L) was obtained by coagulation using alum and removal efficiency of 27% (1560 to 1143 mg/L) by adsorption using fly ash. Thereby, the overall COD removal efficiency of 82% has been obtained for stabilized leachate by combined coagulation and adsorption process. This indicates that this combination can be used as pretreatment or full treatment of stabilized landfill leachate.

Conclusions

Based on the results presented above, the following conclusions can be drawn for the combined treatment of leachate.

  • From the Coagulation experiment it was found that the removal efficiency of COD using alum is 75% while for ferric chloride it was 59% without prior adjustment of pH for stabilized leachate and it was found that the removal efficiency of COD using alum is 55% while for ferric chloride it was 35% without prior adjustment of pH for fresh leachate.

  • The effective optimum coagulant dosages were 0.6 g/L and 0.7 g/L for Alum and ferric chloride respectively for stabilized leachate and incase of fresh leachate 0.8 g/L and 0.6 g/L for Alum and ferric chloride respectively.

  • The COD removal efficiency was achieved 53% for ferric chloride at pH of 2 and goes on decrease in the removal efficiency from acidic to alkaline pH, for alum the removal is 55% at pH 8.

  • The sludge production is more for ferric chloride and less for aluminium sulphate.

  • Optimum time of 210 min, optimum dose of 6 g/L the maximum COD removal is 28% using fly ash for alum pre treated stabilized leachate.

  • Overall COD removal efficiency of 82% was obtained by coagulation using alum and adsorption using fly ash for stabilized leachate.

Declarations

Acknowledgements

The authors are grateful to National Institute of Technology, Tiruchirappalli, Tamil Nadu for carrying out this work in the laboratory. We sincerely thank the Department of Science and Technology, New Delhi for the financial support rendered to carry out the research work. We also thank the Corporation of Tiruchirappalli for the permission to carry out the studies at the open dumpsites.

Authors’ Affiliations

(1)
Department of Civil Engineering, National Institute of Technology

References

  1. Papastavrou C, Mantzavinos D, Diamadopoulos E: A comparative treatment of stabilized landfill leachate: Coagulation and activated carbon adsorption vs. electrochemical oxidation. Environ Technol. 2009, 30 (14): 1547-1553. 10.1080/09593330903252240.View ArticleGoogle Scholar
  2. Amir T, Ismail N, Alkarkhi AFM, Teng TT: Optimization of Coagulation Process for Landfill Leachate Pre-Treatment Using Response Surface Methodology (RSM). J Sust Develop. 2009, 2 (2): 159-167.Google Scholar
  3. Ghafari S, Aziz HA, Bashir MJK: The use of poly-aluminum chloride and alum for the treatment of partially stabilized leachate: A comparative study. Desalination. 2010, 257: 110-116. 10.1016/j.desal.2010.02.037.View ArticleGoogle Scholar
  4. Tatsi AAA, Zouboulis AI, Matis KA, Samaras P: Coagulation-Flocculation Pretreatment of Sanitary Landfill Leachates. Chemosphere. 2003, 53: 737-744. 10.1016/S0045-6535(03)00513-7.View ArticleGoogle Scholar
  5. Ilhan F, Kurt U, Apaydin O, Gonullu MT: Treatment of leachate by electrocoagulation using aluminum and iron electrodes. J Hazard Mater. 2008, 154: 381-389. 10.1016/j.jhazmat.2007.10.035.View ArticleGoogle Scholar
  6. Renou S, Givaudan JG, Poulain S, Dirassouyan F, Moulin P: Landfill leachate treatment: Review and Opportunity. J Hazard Mater. 2008, 150: 468-493. 10.1016/j.jhazmat.2007.09.077.View ArticleGoogle Scholar
  7. Ghafari S, Aziz HA, Bashir MJK: Coagulation Process for Semi-Aerobic Leachate Treatment Using Poly-Aluminum Chloride. Malaysia: AEESEAP International Conference 2005, University of Malaya
  8. Deng Y, Englehardt JD: Electrochemical oxidation for landfill leachate treatment. Waste Manage. 2007, 27 (3): 380-388. 10.1016/j.wasman.2006.02.004.View ArticleGoogle Scholar
  9. Li W, Zhou Q, Hua T: Removal of Organic Matter from Landfill Leachate by Advanced Oxidation Processes: A Review. Int J Chem Eng. 2010, 2010: 1-10.View ArticleGoogle Scholar
  10. Mohan S, Gandhimathi R: Removal of heavy metal ions from municipal solid waste leachate using coal fly ash as an adsorbent. J Hazard Mater. 2009, 169: 351-359. 10.1016/j.jhazmat.2009.03.104.View ArticleGoogle Scholar
  11. Samadi MT, Saghi MH, Rahmani A, Hasanvand J, Rahimi S, Shirzad Syboney M: Hamadan landfill leachate treatment by coagulation-flocculation process. Iranian J Environ Health Sci Eng. 2010, 7 (3): 253-258.Google Scholar
  12. Zazouli MA, Yousefi Z, Eslami A, Ardebilian MB: Municipal solid waste landfill leachate treatment by Fenton, photo-Fenton and Fenton-like processes: Effect of some variables. Iranian J Environ Health Sci Eng. 2012, 9: 3-View ArticleGoogle Scholar
  13. Li W, Hua T, Zhou Q, Zhang S, Li F: Treatment of stabilized landfill leachate by the combined process of coagulation/flocculation and powder activated carbon adsorption. Desalination. 2010, 264: 56-62. 10.1016/j.desal.2010.07.004.View ArticleGoogle Scholar
  14. Luna Y, Otal E, Vilches LF, Vale J, Querol X, Pereira CF: Use of zeolitised coal fly ash for landfill leachate treatment: a pilot plant study. Waste Manage. 2006, 27: 1877-1883.View ArticleGoogle Scholar
  15. APHA: Standard methods for the examination of water and wastewater. 1998, Washington, D.C.: American Public Health Association, 17Google Scholar
  16. El-Fadel M, Bou-Zeid E, Chahine W, Alayli B: Temporal variation of leachate quality from pre-sorted and baled municipal solid waste with high organic and moisture content. Waste Manage. 2002, 22: 269-282. 10.1016/S0956-053X(01)00040-X.View ArticleGoogle Scholar
  17. Al-Yaqout AF, Hamoda MF: Evaluation of landfill leachate in arid climate-a case study. Environ Int. 2003, 29: 593-600. 10.1016/S0160-4120(03)00018-7.View ArticleGoogle Scholar
  18. Benfield LD, Weand BL, Judkins JF: Process chemistry for water and wastewater. 1982, New Jersey: Prentice Hall Inc, Englewood CliffsGoogle Scholar
  19. Binnie C, Smethurst G, Kimber M: Basic Water Treatment. 2003, London: Thomas Telford PublishingGoogle Scholar
  20. Bello OS, Adelaide OM, Hammed MA, Popoola OAM: Kinetic and Equilibrium Studies of Methylene Blue Removal from Aqueous Solution by Adsorption on Treated Sawdust. Maced J Chem Chem En. 2010, 29: 77-85.Google Scholar
  21. Namasivayam C, Kavitha D: Removal of Congo red from Water by Adsorption onto Activated Carbon Prepared from Coir Pith, An Agricultural Solid Waste. Dyes Pigm. 2002, 54: 47-58. 10.1016/S0143-7208(02)00025-6.View ArticleGoogle Scholar

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© Gandhimathi et al.; licensee BioMed Central Ltd. 2013

This article is published under license to BioMed Central Ltd. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/2.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.