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Dried activated sludge as an appropriate biosorbent for removal of copper (II) ions
⁎Corresponding author. Tel.: +98 9111283184; fax: +98 111 3234204. Rahimnejad@nit.ac.ir (Mosatafa Rahimnejad), Rahimnejad_mostafa@yahoo.com (Mosatafa Rahimnejad),
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Received: ,
Accepted: ,
This article was originally published by Elsevier and was migrated to Scientific Scholar after the change of Publisher.
Peer review under responsibility of King Saud University.

Abstract
Removal of Cu (II) from aqueous solution by dried activated sludge (DAS) was investigated. Batch process for the biosorption of Cu (II) ions was performed to determine equilibrium and adsorption characteristics of DAS. Obtained results by scanning electron microscope showed DAS pretreated with 1% H2O2 was porous and also it had effective removal for Cu (II) ions from aqueous solutions. Effects of contact time, temperature, pH and DAS dosage on the biosorption of Cu (II) were studied. The maximum biosorption of Cu (II) at temperature of 20 °C and pH of 5 was obtained (85%) with the DAS dosage of 3.5 g/L, Cu (II) ion concentration of 100 mg/L and 4 h contact time. Also removal efficiency of Cu (II) decreased with increasing temperature. Langmuir, Freundlich and Dubinin–Radushkevich (D–R) models were employed to study biosorption isotherms for removal of Cu (II). Weber–Morris, pseudo first order and pseudo second order models were applied to describe the biosorption kinetics.
Keywords
Dried activated sludge
Copper ions
Removal efficiency
Kinetic model
Adsorption isotherm
Biosorption
1 Introduction
Chemical industries release heavy metals as toxic pollutants into the environment. Copper (II) is one of the most common heavy metal ions in industrial effluents. Intake of copper causes mucosal, irritation, hepatic and capillary damage (Ajmal et al., 1998; Yao et al., 2010). Currently, treatment processes are oxidation–reduction, membrane filtration-osmosis, ion exchange, precipitation, adsorption and biosorption (Fu and Wang, 2011; Igwe and Abia, 2009; Ko et al., 2000; Malakootian et al., 2009). Biosorption is one of the most promising processes for removal of heavy metals from municipal and industrial wastewater (Akar and Tunali, 2006; Mona et al., 2011). Biosorption of heavy metals has advantages such as low costs, metal recovery, regeneration of biosorbent and high efficiency in detoxifying very dilute effluents (Mo and Lian, 2011; Volesky, 2001; Waseem et al., 2014).
Biosorbents are potential inexpensive alternative to conventional adsorbents. In biosorption, both living and dead microbial cells are able to absorb heavy metal ions (Choi et al., 2009; Filipović-Kovačević et al., 2000). Since living cells require addition of nutrients, the BOD and COD of the wastewater often are increased by using living cells (Rezaei et al., 2011). Dead cells have been gaining advantage because of toxic ions that do not affect on stabilized biomass. Besides, dead cells require less maintenance and also are effortlessly regenerated (Das et al., 2008; Khosravan and Lashkari, 2011).
Activated sludge is an effective biomaterial for biosorption or bioleaching of the metal ions such as Cd (II), Zn (II), Pb (II) and Cu (II) from wastewater. The removal of heavy metals from wastewater using activated sludge is highly efficient and has low installation and operation and maintenance costs (Buyukgungor and Gurel, 2009; Gavrilescu, 2004; Hussein et al., 2005). Activated sludge is a biosorbent with different functional groups such as carboxylic acid, carboxyl and amine groups (Gulnaz et al., 2006). It is composed of both live and dead microbial fractions. Many reports have shown that aldehyde, carboxyl, sulfhydryl, phosphoryl, hydroxyl, amine organic and acidic functional groups in biomass are the most important functional groups that could eliminate metal ions from aqueous solutions (Arief et al., 2008; Marandi, 2011; Zhang and Banks, 2006). The formation of functional groups in biomass may enhance with the pretreatment method such as heating, autoclaving, acidic treatment and alkali treatment (Pereira, 2001; Shroff and Vaidya, 2011).
The aim of the present research was to investigate biosorption of Cu (II) ions by dried activated sludge (DAS). Effects of contact time, pH, temperature and DAS dosage on biosorption of Cu (II) ions were studied. Langmuir, Freundlich and Dubinin–Radushkevich (D–R) were applied to obtain biosorption isotherms. Also biosorption kinetics was described by Weber–Morris, pseudo first order and pseudo second order models.
2 Materials and methods
2.1 Preparation of the biosorbent and stock solution
The activated sludge used in this study was collected from pulp and paper wastewater treatment plant (Mazandaran Pulp and Paper plant, Iran). Initially activated sludge was suspended in 500 ml of 1% H2O2 solution in a beaker with a magnetic stirrer (VELP, SCIENTIFICA, Italy) for 12 h at 25 °C. The suspension was then centrifuged (HERMLE, Germany) at 5000 rpm for 8 min. The resulted cake was washed with deionized water until the pH of the solution decreased to 7. The cake was dried in oven (Binder, Germany) at 65 °C for 48 h. The dried biomass was grinded and sieved with mesh No. 35 into particle size smaller than 0.5 mm. Copper stock solution with concentration of l00 ppm was prepared using analytical grade of CuSO4·5H2O (Merck, Darmstadt, Germany). The stock solution was diluted with double distilled water to obtain desired solutions.
2.2 Batch experiments
Biosorption of Cu (II) onto DAS was carried out by batch experiments. Biosorption experiments were performed in 250 ml Erlenmeyer flasks containing 100 ml of aqueous solution with an initial concentration of 100 ppm Cu (II). For optimization of contact time, pH and adsorbent dosage, batch experiments were carried out at 20 °C in incubator shaker (Excella E24, New Brunswick Scientific, Edison, NJ) at 120 rpm. Batch experiments were performed with contact time 0.5 to 4 h, pH 2–6, adsorbent dosage 1.5–3.5 g/L and temperature range from 20 to 50 °C. The required pH of aqueous solution was adjusted by adding 0.2 M HCl and 0.1 M NaOH. The pH of the solution was measured using a pH meter (HANA 211, Romania) model glass-electrode. After that, the biosorption kinetics and isotherm studies were carried out under optimized condition of pH, contact time and adsorbent dosage. All experiments were carried out twice. Data reported in this study were the means of the duplicate experimental results. Treated samples were filtered through a paper filter.
2.3 Analytical methods
In order to remove solid particles, the samples were centrifuged at 10000 rpm for 8 min and then filtered. The concentration of Cu (II) in the samples was determined using an atomic absorption spectrometer (ATI Unicam 929 AA, England) at 324.8 nm wavelength according to procedure reported in standard methods (American Public Health Association (APHA), 2005). The removal efficiency and the amount of metal adsorbed per unit mass of the adsorbent were calculated as 100 × (Ci–Cf)/Ci and (Ci–Cf) × V/m (mg/g), respectively; where Ci and Cf (mg/L) are the initial and final concentrations of Cu (II) ions, V (L) is the volume of the solution and m is the amount of adsorbent (g).
The specific surface area and the porosity of the DAS were determined by BET adsorption isotherm of nitrogen gas in a micromeritics porosimeter ASAP 2010 V2.00 A (Micrometrics Instrument Co., USA). The percentage of carbon, nitrogen and hydrogen in the DAS was analyzed with an element analyzer (Heraeus CHNO, USA) and acetanilide was used as the standard. Also the ash content of DAS was determined with the analysis method according to ASTM D2866-94. In order to investigate on surface morphology of DAS, the sample was dried and gold coated with a sputtering coater (Emitech K575X, England). The morphology of DAS was studied by Scanning Electron Microscope (VEGA TESCAN, Czech Republic).
3 Results and discussion
3.1 Properties of DAS
Biosorption capacity and specific surface area of DAS were increased with pretreatment with H2O2. The Characteristics of DAS used in this work are summarized in Table 1. The activated sludge was suspended in a 1% H2O2 solution for 12 h. The pretreated activated sludge showed better performance for the copper sorption (see Fig. 2). This result may be explained that some functional groups on the surface of DAS can be oxidized and activated by H2O2 (Pamukoglu and Kargi, 2006). In order to investigate the surface morphology of the DAS, scanning electron microscopy (SEM) image was taken. Fig. 1 shows the pore structure of the DAS which it can be resulted from pretreatment of DAS by H2O2. According to SEM image, the DAS as an adsorbent was sufficiently porous and can be used for adsorption of Cu (II) ions.
| Parameter | Values |
|---|---|
| Size range | <0.50 mm |
| Bulk density | 0.88 g/cm3 |
| Porosity | 45% |
| Specific surface area | 183 m2/g |
| Ash | 18% |
| C | 42% |
| N | 6.7% |
| H | 3.5% |

- Scanning electron microscopy image of the DAS with magnification of 5000.
3.2 Effect of contact time
The equilibrium contact time is an important parameter for adsorption process. In order to determine the effect of contact time, biosorption was performed for 4 h. Fig. 2 demonstrates contact time effects on biosorption of Cu (II) onto treated and untreated DAS. For untreated Das, removal efficiency reached to 76% after 4.5 h. For Das treated with H2O2, removal efficiency rapidly increased during the initial adsorption stage and reached to 83.5% when contact time was 3 h. Then the removal efficiency gradually increased with contact time and equilibrium was reached after 4 h. At equilibrium, removal efficiency was 85% and then it was constant. At initial stage, adsorption of Cu (II) onto monolayer surface of DAS may explain the rapid increase in removal efficiency. After that the monolayer surface was saturated, the Cu (II) ions were gradually adsorbed into the inner part of DAS with diffusion; therefore lower biosorption rate was obtained.
The effect of contact time on the biosortion.
3.3 Effect of pH
Biosorption of Cu (II) at temperature of 20 °C was carried out with DAS dosage of 3.5 g/L, Cu (II) ion concentration of 100 mg/L and contact time of 4 h. Since at pH higher than 6 hydrate structures of the Cu (II) ions formed and the metal ions precipitate in the solution, effect of pH was investigated in the pH range from 2 to 6. Fig. 3 shows the effect of pH value on biosorption of Cu (II) onto DAS. Removal efficiency of Cu (II) increased with an increase in pH solution, reached at a maximum value of 85% at pH 5 and then slightly decreased and reached to 83%. In acidic solution, H+ ions compete with Cu (II) for the adsorption site, which impedes biosorption of Cu (II) by DAS.
Effect of pH on the biosorption.
3.4 Effect of DAS dosage and temperature
Effect of DAS dosage on adsorption isotherm for removal of Cu (II) at four different temperatures was also investigated and obtained results are presented. Fig. 4 shows the removal efficiency of Cu (II) at DAS dosage of 1–3.5 g/L and temperature of 20–50 °C. Removal efficiency increased with an increase in DAS dosage; meanwhile as the temperature was increased, the removal efficiency for the same dosage of DAS decreased. It is obvious that desorption rate increased as the temperature was increased, which implies that the adsorption affinity decreased. In order to evaluate adsorption isotherm, Langmuir and Freundlich models were fitted to experimental data.
The effect of DAS dosage and temperature on the biosorption.
3.5 Biosorption isotherms
The Langmuir model is valid for monolayer adsorption containing finite number of identical biosorption sites. In this case interaction between adsorbate particles is negligible. The Langmuir model is given by the following equation (Langmuir, 1918):
where Ce (mg/L) is the equilibrium concentration of the solution, qm (mg/g) is the maximum amount of metal ions required to form monolayer, K (L/mg) is the adsorption equilibrium constant related to the sorption energy between the adsorbate and adsorbent and qe (mg/g) is the amount of metal adsorbed per specific amount of adsorbent. In order to conveniently determine Langmuir constants, Eq. (1) can be rearranged to a linear form as follows (Mo and Lian, 2011):
The equilibrium data were analyzed using the linearized form of Langmuir adsorption isotherm Eq. (2). Langmuir constants, KL and monolayer biosorption capacity, qm were calculated from the slope and intercept of the plot Ce/qe versus Ce (Fig. 5). The maximum copper sorption capacity of DAS was obtained (91 mg/g) at 20 °C. The qm was one and a half times higher than that was obtained (62.5 mg/g) by Benaissa and Elouchdi (2011). The Langmuir isotherm constants are shown in Table 2.
Langmuir isotherm model for the biosorption of Cu (II) ions onto DAS.
| Temperature (°C) | Langmuir isotherm constants | ||
|---|---|---|---|
| qm (mg/g) | KL (L/mg) | R2 | |
| 20 | 91 | 0.024 | 0.975 |
| 30 | 67 | 0.027 | 0.989 |
| 40 | 45 | 0.033 | 0.997 |
| 50 | 27 | 0.068 | 0.994 |
The Freundlich isotherm model is employed to describe heterogeneous surfaces that represents the binding sites are not equivalent and/or independent. This model considers repulsive interactions between adsorbed solute particles (Freundlich, 1906; Sinha et al., 2012). Freundlich equation is given as follows:
As shown in Fig. 6, the plot of log qe versus log Ce was fitted linearly for Freundlich isotherm model. Freundlich isotherm parameters, KF and 1/n were calculated from the slope and intercept of linear plots of log qe and log Ce. The Freundlich parameters for adsorption of Cu (II) ions on DAS at different temperatures are summarized in Table 3.
Freundlich isotherm model for the biosorption of Cu (II) ions onto DAS.
| Temperature (°C) | Freundlich isotherm parameters | ||
|---|---|---|---|
| n | KF | R2 | |
| 20 | 1.74 | 5 | 0.995 |
| 30 | 2.02 | 5.37 | 0.998 |
| 40 | 2.48 | 5.65 | 0.986 |
| 50 | 4.3 | 8.20 | 0.896 |
The D–R isotherm model was employed to determine the nature of the biosorption process. Linearization of this model is presented in Eq. (5) (Dubinin et al., 1947):

D–R isotherm model for the biosorption of Cu (II) ions onto DAS.
| Temperature (°C) | D–R isotherm parameters | |||
|---|---|---|---|---|
| β (mol2/J2) | Qm (mg/g) | R2 | E (kJ/mol) | |
| 20 | 5.12 × 10−9 | 149 | 0.994 | 9.88 |
| 30 | 4.55 × 10−9 | 103 | 0.997 | 10.48 |
| 40 | 3.84 × 10−9 | 65 | 0.989 | 11.41 |
| 50 | 2.28 × 10−9 | 41 | 0.905 | 14.80 |
3.6 Kinetics models
Kinetics models of biosorption were investigated by Weber–Morris, pseudo-first-order and pseudo-second-order models. With the purpose of kinetic study of Cu (II) ions biosorption on DAS, variation in the concentration of adsorbate on biosorbent with mixing time was described by the following equation (Weber and Morris, 1963):

Kinetic models for the biosorption of Cu (II) ions onto DAS, (a) Weber–Morris, (b) pseudo-first-order and (c) pseudo-second-order.
The intra-particle diffusion rate constants were calculated from the slope of the linear plots. The Weber–Morris constants (Rid, C) for the first and second stages were Rid = 11.8 h−1/2, C = 5.09 mg/g and Rid = 2.39 h−1/2, C = 19.59 mg/g, respectively.
Also the kinetic modeling of Cu (II) adsorption onto DAS was studied by two common models which are pseudo-first-order and pseudo-second-order kinetic equations. Lagergren pseudo-first-order rate is given as follows (Lagergren, 1989; Zhou et al., 2007):
The kinetic data for Cu (II) ions adsorption onto DAS was subjected to pseudo-second-order model given by the following equation (Ho and McKay, 1999; Wang and Guo, 2011):
4 Conclusions
In this research, the DAS showed effective removal of Cu (II) from synthetic aqueous solutions. Langmuir, Freundlich and D–R isotherm models were well fitted to experimental data. Biosorption kinetics was studied by Weber–Morris, pseudo second order and pseudo second order models. The Maximum removal efficiency of Cu (II) was 85% at temperature of 20 °C and pH of 5; this result was obtained with the Cu (II) initial concentration of 100 mg/L, DAS dosage of 3.5 g/L and contact time of 4 h. Also it was found that the increase of temperature had a negative impact on biosorption of Cu (II) onto DAS.
Acknowledgment
The authors wish to acknowledge the Noshirvani University of Technology, Babol, Iran and Islamic Azad University, Mahshahr, Iran for the facilities provided to accomplish this research.
References
- Role of sawdust in the removal of copper (II) from industrial wastes. Water Res.. 1998;32:3085-3091.
- [Google Scholar]
- Biosorption characteristics of Aspergillus flavus biomass for removal of Pb(II) and Cu(II) ions from an aqueous solution. Bioresour. Technol.. 2006;97:1780-1787.
- [Google Scholar]
- American Public Health Association (APHA), 2005. Standard Methods for the Examination of Water and Wastewater, 20th ed. Washington, DC.
- Recent progress on biosorption of heavy metals from liquids using low cost biosorbents: characterization, biosorption parameters and mechanism studies. Clean-Soil Air Water. 2008;36:937-962.
- [Google Scholar]
- Biosorption of copper (II) ions from synthetic aqueous solutions by drying bed activated sludge. J. Hazard. Mater.. 2011;194:69-78.
- [Google Scholar]
- The role of biotechnology on the treatment of wastes. Afr. J. Biotechnol.. 2009;8:72537262.
- [Google Scholar]
- Biosorption of heavy metals and uranium by starfish and Pseudomonas putida. J. Hazard. Mater.. 2009;161:157-162.
- [Google Scholar]
- Sorption and structure of active carbons I. Adsorption of organic vapors. Zhurnal Fizicheskoi Khimii. 1947;21:1351-1362.
- [Google Scholar]
- Biosorption of chromium, copper, nickel and zinc ions onto fungal pellets of Aspergillus niger 405 from aqueous solutions. Food Technol. Biotechnol.. 2000;38:211-216.
- [Google Scholar]
- Removal of heavy metal ions from wastewaters: a review. J. Environ. Manage.. 2011;92:407-418.
- [Google Scholar]
- Removal of heavy metals from the environment by biosorption. Eng. Life Sci.. 2004;4:219-232.
- [Google Scholar]
- The reuse of dried activated sludge for adsorption of reactive dye. J. Hazard. Mater.. 2006;134(1–3):190-196.
- [Google Scholar]
- Pseudo-second order model for sorption processes. Process Biochem.. 1999;34:451-465.
- [Google Scholar]
- Tolerance and uptake of heavy metals by Pseudomonads. Process Biochem.. 2005;40:955-961.
- [Google Scholar]
- A bioseparation process for removing heavy metals from waste water using biosorbents. Afr. J. Biotechnol.. 2009;5:1167-1179.
- [Google Scholar]
- Adsorption of Cd (II) by dried activated sludge. Iranian J. Chem. Eng.. 2011;8:41-56.
- [Google Scholar]
- Optimised correlations for the fixed-bed adsorption of metal ions on bone char. Chem. Eng. Sci.. 2000;55:5819-5829.
- [Google Scholar]
- The adsorption of gases on plane surfaces of glass, mica and platinum. J. Am. Chem. Soc.. 1918;40:1361-1403.
- [Google Scholar]
- Removal of heavy metals from paint industry’s wastewater using Leca as an available adsorbent. Int. J. Environ. Sci. Technol.. 2009;6:183-190.
- [Google Scholar]
- Biosorption of hexavalent chromium from aqueous solution by dead fungal biomass of Phanerochaete crysosporium: batch and fixed bed studies. Can. J. Chem. Eng.. 2011;2:8-15.
- [Google Scholar]
- Hg(II) adsorption by Bacillus mucilaginosus: mechanism and equilibrium parameters. World J. Microbiol. Biotechnol.. 2011;27:1063-1070.
- [Google Scholar]
- Biosorption of chromium(VI) by spent cyanobacterial biomass from a hydrogen fermentor using Box–Behnken model. Int. Biodeterior. Biodegrad.. 2011;65:656-663.
- [Google Scholar]
- Batch kinetics and isotherms for biosorption of copper (II) ions onto pre-treated powdered waste sludge (PWS) J. Hazard. Mater.. 2006;138:479-484.
- [Google Scholar]
- The chemistry involved in the steam treatment of lignocellulosic materials. Biores. Technol.. 2001;26:863-871.
- [Google Scholar]
- Study of physical chemistry on biosorption of zinc by using Chlorella pyrenoidosa. Afr. J. Pure Appl. Chem.. 2011;5:474-485.
- [Google Scholar]
- Biosorption of cadmium (II) from aqueous solution by red algae (Ceramium virgatum): equilibrium, kinetic and thermodynamic studies. J. Hazard. Mater.. 2008;157:448-454.
- [Google Scholar]
- Effect of pre-treatments on the biosorption of Chromium (VI) ions by the dead biomass of Rhizopus arrhizus. J. Chem. Technol. Biotechnol.. 2011;87:294-304.
- [Google Scholar]
- Studies on mercury bioremediation by alginate immobilized mercury tolerant Bacillus cereus cells. Int. Biodeterior. Biodegrad.. 2012;71:1-8.
- [Google Scholar]
- Detoxification of metal-bearing effluents: biosorption for the next century. Hydrometallurgy. 2001;59:203-216.
- [Google Scholar]
- Reuse of waste beer yeast sludge for biosorptive decolorization of reactive blue 49 from aqueous solution. World J. Microbiol. Biotechnol.. 2011;27:1297-1302.
- [Google Scholar]
- Waseem, S., Din, M.I., Nasir, S., Rasool, A., 2014. Evaluation of Acacia nilotica as a non conventional low cost biosorbent for the elimination of Pb (II) and Cd (II) ions from aqueous solutions. Arab. J. Chem. 7, 1091–1098.
- Kinetics of adsorption on carbon from solution. J. Sanit. Eng. Div.. 1963;89:31-60.
- [Google Scholar]
- Equilibrium, kinetic and thermodynamic studies on the biosorption of Cu (II) onto chestnut shell. J. Hazard. Mater.. 2010;174:137-143.
- [Google Scholar]
- A comparison of the properties of polyurethane immobilised Sphagnum moss, seaweed, sunflower waste and maize for the biosorption of Cu, Pb, Zn and Ni in continuous flow packed columns. Water Res.. 2006;40:788-798.
- [Google Scholar]
- Kinetic and equilibrium studies of Cr(VI) biosorption by dead Bacillus licheniformis biomass. World J. Microbiol. Biotechnol.. 2007;23:43-48.
- [Google Scholar]
