Decolourization of dye-containing effluent using mineral coagulants produced by electrocoagulation

被引:69
作者
Zidane, Fatiha [2 ]
Drogui, Patrick [1 ]
Lekhlif, Brahim [3 ]
Bensaid, Jalila [2 ]
Blais, Jean-Francois [1 ]
Belcadi, Said [4 ]
El Kacemi, Kacem [4 ]
机构
[1] Univ Quebec, Inst Natl Rech Sci, ETE, Quebec City, PQ G1K 9A9, Canada
[2] Univ Hassan 2, Fac Sci Ain Chock, Dept Chim, Casablanca, Morocco
[3] Ecole Hassania Travaux Publ, Casablanca, Morocco
[4] Univ Mohammed 5, Fac Sci Agdal, Dept Chim, Rabat, Morocco
关键词
electrocoagulation; dye; decolourization; coagulant; aluminium hydroxide; CI Reactive Red 141; effluent;
D O I
10.1016/j.jhazmat.2007.11.041
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The colour and colour causing-compounds has always been undesirable in water for any use, be it industrial or domestic wastewaters. The discharge of such effluents causes excessive oxygen demand in the receiving water and then a treatment is required before discharge into ecosystems. This study examined the possibility to remove colour causing-compounds from effluent by chemical coagulation, in comparison with direct electrocoagulation. The inorganic coagulants (C-1, C-2 and C-3) in the form of dry powder tested, were respectively produced from electrolysis of S-1 = [NaOH (7.5 x 10(-3) M)], S-2 = [NaCl (10(-2) M)], and S-3 = [NaOH (7.5 x 10(-3) M)+NaCl (10(-2) M)] solutions, using sacrificial aluminium electrodes operated at an electrical potential of 12 V. Reactive textile dye (Cl Reactive Red 141) was used as model of colour-causing compound prepared at a concentration of 50 mg l(-1). The best performances of dye removal were obtained with C-2 having a chemical structure comprised of a mixture of polymeric specie (Al45O45(OH)(45)Cl) and monomeric species (AlCl(OH)(2)center dot 2H(2)O and Al(OH)3). The removal efficiency (R-A) evaluated by measuring the yields of 540 nm-absorbance removal varied from 41 to 96% through 60 min of treatment by imposing a concentration of C-2 ranging from 100 to 400 mg l(-1). The effectiveness of the treatment increased and the effluent became more and more transparent while increasing C-2 concentration. The comparison of chemical treatment using C-2 coagulant and direct electrocoagulation of CI Reactive Red 141 containing synthetic solution demonstrated the advantage of chemical treatment during the first few minutes of treatment. A yield of 88% of absorbance removal was recorded using C-2 coagulant (400 mg l(-1)) over the first 10 min of treatment, compared to 60% measured using direct electrocoagulation while imposing either 10 or 15 V of electrical potential close to the value (12 V) required during C-2 production. However, at the end of the treatment (after 60 min of treatment), CI Reactive Red 141 pollutant was completely removed from solution (540 nm-absorbance removal of 100%) using direct electrochemical treatment, compared to 96.4% of absorbance removed while treating dye-containing synthetic solution by means of C-2 coagulant. (c) 2007 Elsevier B.V All rights reserved.
引用
收藏
页码:153 / 163
页数:11
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