Adsorption of Quaternary Ammonium Compounds onto Activated Sludge
Rong Ren, Dongfang Liu, Kexun Li, Jie Sun, Chong Zhang
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DOI: 10.4236/jwarp.2011.32012   PDF    HTML     6,079 Downloads   12,413 Views   Citations

Abstract

The performance of activated sludge in the removal of tetradecyl benzyl dimethyl ammonium chloride (C14BDMA) by adsorption from aqueous solution was investigated with different PH, contact time, ionic strength and temperature. Equilibrium was achieved within 2 h of contact time. The adsorption capacity increased largely with increasing solution pH and remained constant above pH 9. The ionic strength had a negative effect on C14BDMA removal. The adsorption isotherms were analyzed by Langmuir and Freundlich isotherm models, and equilibrium partitioning data was described well by both models. Kinetics data was best described by the pseudo second-order model. Experimental results indicated that the adsorption was favorable at lower temperatures. Thermodynamic parameters, including the Gibbs free energy (ΔG0), enthalpy (ΔH0), and entropy (ΔS0), were also calculated. These parameters indicated that adsorption of C14BDMA onto activated sludge was feasible, spontaneous and exothermic in the temperature range of 15-35℃. The activated sludge was shown to be an effective adsorbent for C14BDMA.

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Ren, R. , Liu, D. , Li, K. , Sun, J. and Zhang, C. (2011) Adsorption of Quaternary Ammonium Compounds onto Activated Sludge. Journal of Water Resource and Protection, 3, 105-113. doi: 10.4236/jwarp.2011.32012.

1. Introduction

Quaternary ammonium compounds (QACs) are molecules with at least one hydrophobic hydrocarbon chain linked to a positively charged nitrogen atom with other alkyl or aryl groups being mostly short-chain substituent [1]. QACs belong to the group of cationic surfactants. Because of their unique physical/chemical properties, QACs are primarily used as disinfectants, biocides or detergents, but QACs are also used as anti-electrostatics and phase transfer catalysts in a wide range of applications [2].

The widespread use of QACs causes them to be released and to accumulate in aquatic environments and wastewater treatment plants (WWTPs) [3-4]. Due to their biocidal properties they may have potential impacts on organisms in activated sludge. It was revealed in literature that QACs had an adverse effect on nitrification [5] and denitrification [6]. Moreover, it was reported that QACs, at a concentration of 50 mg L-1, adversely affected the anaerobic degradation, which resulted in significantly reduced methane production and accumulation of volatile fatty acids [7]. Due to the hydrophobic and electrostatic interactions, QACs can rapidly adsorb onto solids and extensively accumulate in aquatic sediments [4, 8-10] . The adsorption of QACs has been studied previously using various adsorbents, such as coal [11], clinoptilolite [12], and activated carbon [13-15] .

Activated sludge is a well-known biomass used for the purification of both industrial effluent and domestic wastes. Although a large number of studies have reported on biosorption of heavy metals as well as organic pollutants onto activated sludge [16-18] , there have been few studies on the use of sludge to remove QACs [19-22] . Garcia et al. [20] investigated the adsorption isotherms on activated sludge from wastewater treatment plants and surface properties in aqueous solutions of alkyl benzyl dimethyl ammonium compounds (BAC). They reported that the Langmuir and Freundlich isotherms agreed very well with experimental data, and adsorption capacity increased with increasing the alkyl chain length.

The objective of this study was to investigate the adsorption potential of activated sludge for removal of Tetradecyl benzyl dimethyl ammonium chloride (C14BDMA), which is one of the most commonly used QACs. Effects of different parameters, such as pH, contact time, temperature and ionic strength on the adsorption were investigated. The adsorption thermodynamics and kinetics of C14BDMA onto activated sludge were evaluated.

2. Materials and Methods

2.1. Preparation of the Adsorbent

The activated sludge used in this study was obtained from the wastewater treatment plant of the Technical and Economic Development Area (TEDA) in Tianjin, China. The activated sludge was centrifuged at 1750 g for 5 min and washed twice with DI water to remove easily suspended materials. The remaining solids were placed into flasks, immediately inactivated by autoclaving (120℃, 30 min), and then stored at 4℃ to ensure that only the adsorption effect, rather than a combined adsorption and degradation effect, was assessed.

2.2. Chemicals

Tetradecyl benzyl dimethyl ammonium chloride (C14BDMA, C23H42NCl, 368.0 g mol-1) used in this study was purchased from Shanghai Jinchun company in China and was used without further purification. Stock solution (10 g L-1) of C14BDMA was prepared based on the active ingredient purity and concentration and was used in all experiments after dilution with DI water.

2.3. Adsorption Experiments

Kinetic removal of C14BDMA was performed as follows: batch experiments were conducted using 250 mL screw-topped flasks, and the mixed liquor suspended solids (MLSS) was 250 mg L-1. A sample of C14BDMA solution was then added to attain the desired initial C14BDMA concentrations (5, 20, 50 mg L-1). The flasks were sealed with stoppers and shaken at a rate of 150 rpm with a shaker at room temperature, and samples were obtained at given time intervals (0, 0.25, 0.5, 1, 2, 4 and 8 h). After centrifugation (11,410 g for 15 min), the liquid phase concentration was measured, and the mass of C14BDMA adsorbed to the sludge was calculated based on the difference between the total and aqueous C14BDMA mass. Blank experiments were carried out with C14BDMA solution and without adsorbent to ensure that no C14BDMA was adsorbed onto the walls of the flasks.

Adsorption isotherm assays were determined at initial C14BDMA concentrations of 10, 20, 40, 60, 80, 100, 120, 140 mg L-1 and 250 mg L-1 sludge concentration (MLSS). The flasks were shaken at a rate of 150 rpm with a shaker for 4 h. The experiments were repeated at 15, 25, and 35℃. When the sorption procedure was completed, the samples and data were treated in the same way as in the kinetic experiments.

In order to evaluate the effect of pH and ionic strength on the adsorption of C14BDMA onto activated sludge, the adsorption experiments were carried out over a pH range of 1-13 and the concentrations of NaCl ranging from 0 to 0.40 mol L-1, respectively.

2.4. Analytical Methods

The concentrations of QACs in whole and centrifuged sludge samples were determined by using the previously reported modified disulfine blue (DSB) method [23]. The Mixed liquor suspended solids (MLSS), mixed liquor volatile suspended solids (MLVSS) and pH were measured according to the Standard [24].

3. Results and Discussion

3.1. Effect of Contact Time

In order to establish the equilibration time for maximum uptake, the adsorption of C14BDMA onto activated sludge was studied as a function of contact time.

The adsorption rate was high at the beginning, and equilibrium adsorption of C14BDMA onto activated sludge was achieved within 2 h (Figure 1). Therefore the equilibration period of 4 h was selected for all further experiments. The rapid attainment of equilibrium was consistent with previously published reports on the adsorption of cationic surfactants onto sludge. Ismail et al. [21] investigated the batch adsorption of four tested QACs to sludge and reported the optimum equilibrium time as 4 h. All the systems studied by Garcia et al. [25] to determine the rate of BAC adsorption onto activated sludge achieved equilibrium within three hours.

Figure 1 also shows that the uptake of the C14BDMA increased with increasing initial C14BDMA concentration. Raising the initial C14BDMA concentration from 5 to 50 mg L-1 allows the sludge to increase the adsorption capacity from 17.61 to 148.5 mg g-1. The results are in agreement with literature on the adsorption of organic substances onto activated sludge [26,27]. This is due to an increase in the driving force of the concentration gradient as an increase in the initial adsorbate concentration. The initial concentration is an important driving force to overcome all mass transfer resistances of the C14BDMA

Conflicts of Interest

The authors declare no conflicts of interest.

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