Treatment of Paper and Pulp Mill Effluent by Coagulation
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33122
Treatment of Paper and Pulp Mill Effluent by Coagulation

Authors: Pradeep Kumar, Tjoon Tow Teng, Shri Chand, Kailas L. Wasewar

Abstract:

The pulp and paper mill effluent is one of the high polluting effluent amongst the effluents obtained from polluting industries. All the available methods for treatment of pulp and paper mill effluent have certain drawbacks. The coagulation is one of the cheapest process for treatment of various organic effluents. Thus, the removal of chemical oxygen demand (COD) and colour of paper mill effluent is studied using coagulation process. The batch coagulation process was performed using various coagulants like: aluminium chloride, poly aluminium chloride and copper sulphate. The initial pH of the effluent (Coagulation pH) has tremendous effect on COD and colour removal. Poly aluminium chloride (PAC) as coagulant reduced COD to 84 % and 92 % of colour was removed at an optimum pH 5 and coagulant dose of 8 ml l-1. With aluminium chloride at an optimum pH = 4 and coagulant dose of 5 g l-1, 74 % COD and 86 % colour removal were observed. The results using copper sulphate as coagulant (a less commercial coagulant) were encouraging. At an optimum pH 6 and mass loading of 5 g l-1, 76 % COD reduction and 78 % colour reduction were obtained. It was also observed that after addition of coagulant, the pH of the effluent decreases. The decrease in pH was highest for AlCl3, which was followed by PAC and CuSO4. Significant amount of COD reductions was obtained by coagulation process. Since the coagulation process is the first stage for treatment of effluent and some of the coagulant cations usually remain in the treated effluents. Thus, cation like copper may be one of the good catalyst for second stage of treatment process like wet oxidation. The copper has been found to be good oxidation catalyst then iron and aluminum.

Keywords: Aluminium based coagulants, Coagulation, Copper, PAC, Pulp and paper mill effluent, Wastewater treatment

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1080812

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 7000

References:


[1] N. M. Sakam, Industrial Effluents, Origin Characteristics, Effects Analysis and Treatment, Sakthi Publications, India (1987).
[2] P. Holt, G. Barton, C. Mitchell, Electrocoagulation as wastewater treatment, The Third Annual Australian Environmental Engineering Research Event. 23-26 November, Castlemaine, Victoria (1999).
[3] D. W. Francis, P. A. Turner, J. T. Wearing, AOX reduction of kraft bleach plant effluent by chemical pretreatment ´Ç¡ Pilot-scale trials. Water Res. 31, (1997), 2397.
[4] C. W. Bryant, G. L. Amy, B. C. Alleman, Lagoons, ponds, and aerobic digestion, J. Water Pollut.Control Fed 60, (1988), 828-831.
[5] J. A. Rintala, S. S. Lepisto, Anaerobic treatment of thermomechanical pulping whitewater at 35-70 oC. Water Res. 26, (1992), 1297.
[6] A. Schnell, P. Steell, H. Melcer, J. H. Carey, P. V. Hodson, Enhanced biological treatment of bleached kraft mill effluent - I Removal of chlorinated organic compound and toxicity. Water Res. 34, (2000), 493.
[7] F. Cecen, W. Urban, R. Haberl, Biological and advanced treatment of sulphate pulp bleaching effluent. Water Sci Technol. 26, (1992), 435- 444.
[8] D. Liverniche, L. Jurasek, M. Desrochers, J. Dorica, Removal of colour from kraft mill wastewaters with cultures of white rot fungi and with immobilized mycelium of coriolus versicolor. J Biotechnol & Bioen. 25, (1983), 2055-2065.
[9] F. Archibald, L. Roy-Arcand, Photo degradation of high molecular weight kraft bleachery effluent organochlorine and colour. Water Res. 29, (1995), 661.
[10] Stephenson RJ and Duff SJB, Coagulation and precipitation of a mechanical pulping effluent - I. Removal of carbon, colour and turbidity. Wat Res. 30: 781-792 (1996).
[11] Dilek FB and Gök├ºay CF, Treatment of effluents from hemp-based pulp and paper industry. I Waste characterization and physico-chemical treatability. Wat. Sc. Tech .29: 161-163 (1994).
[12] Srivastava VC, Mall ID and Mishra IM, Treatment of pulp and paper mill wastewater with polyaluminium chloride and bagasse fly ash. Colloids and Surfaces A: Physicochem. Engg. Aspects 260: 17-28 (2005).
[13] Garg A, Mishra IM and Chand S, Thermochemical precipitation as a pretreatment step for the chemical oxygen demand and colour removal from pulp and paper mill effluent. Ind Eng Chem Res. 44: 2016-2026 (2005).
[14] Dilek FB and Bese S, Treatment of pulping effluents by using alum and clay-Color removal and sludge characteristics. Water SA 27: 361-366 (2001).
[15] APHA in; Clesceri L, Greenberg AE and Trussell RR (Eds.), Standard Methods for Water and Waste Water Examination. 17th ed., New York, 1989.
[16] Dentel SK and Gossett, JM, Mechanisms of coagulation with aluminium salts. J. Am. Wat. Wks. Assoc. 80: 187-198 (1988).
[17] Ching HW., Tanaka, TS and Elimelech M., Dynamics of coagulation of kaolin particles with ferric chloride. Water Res. 28(3): 559-569 (1994).
[18] Randatke, SJ, Organic contaminant removal by coagulation and related process combinations. J. Am. Wat. Wks. Assoc. 80(5): 40-56 (1988).
[19] Licsko I., Dissolved organics removal by solid-liquid phase separation (adsorption and coagulation). Water Sci. Technol. 27: 245-248 (1993).
[20] Stumm W and Morgan JJ, Chemical aspects of coagulation, J. Am. Wat. Wks. Assoc. 54, 971-994 (1962).
[21] Kirk-Othmer, Encyclopedia of Chemical Technology. Vol. 4, 4th ed., John Wiley: New York, 1993.
[22] Jekel MR, Interaction of humic acids and aluminium salts in the flocculation process. Water Res. 20: 1535-1542 (1986).
[23] Chaudhari PK, Mishra, IM and Chand S, Treatment of biodigester effluent with energy recovery using various inorganic flocculant. Colloids and Surfaces A: Physicochem. Engg. Aspects., 296: 238-247 (2007).
[24] Genovese CV and Gonzalez JF, Solids removal by coagulation from fisheries wastewaters. Water SA 24: 371-372 (1998).