1993
DOI: 10.1080/09593339309385304
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Treatment of wastewaters from dye industry

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Cited by 43 publications
(17 citation statements)
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“…Thus, the model wastewaters W1 and W2 are first treated with polyelectrolytes (Levafloc R and the PACl-PA mixture) and further treated with different dilutions of commercial PACl. The Levafloc R commercial flocculant, which efficiently removed reactive (textile) dye color (Koprivanac et al, 1993), and PACl-PA and PACl did not perform satisfactorily for this type of wastewater because it was not possible to obtain treated water, after flocculation and filtration, with a turbidity less than 1 NTU (a primary criterion for efficient flocculation). Table 2 presents results of flocculation with different polymer volume concentrations (, %), without pH adjustment, for W2.…”
Section: Resultsmentioning
confidence: 94%
“…Thus, the model wastewaters W1 and W2 are first treated with polyelectrolytes (Levafloc R and the PACl-PA mixture) and further treated with different dilutions of commercial PACl. The Levafloc R commercial flocculant, which efficiently removed reactive (textile) dye color (Koprivanac et al, 1993), and PACl-PA and PACl did not perform satisfactorily for this type of wastewater because it was not possible to obtain treated water, after flocculation and filtration, with a turbidity less than 1 NTU (a primary criterion for efficient flocculation). Table 2 presents results of flocculation with different polymer volume concentrations (, %), without pH adjustment, for W2.…”
Section: Resultsmentioning
confidence: 94%
“…In soft water, humus inhibited particle stabilization, and the increase in coagulant dosage corresponded to the dosage require for humus removal from pure solutions. The removal of color from organic dye wastewater by inorganic coagulation or polymeric flocculation was evaluated (Koprivanac et al, 1993). Optimum pH was between 6 and 7 for polymeric flocculants and between 2.5 and 4 for inorganic coagulants.…”
Section: Coagulation /Flocculationmentioning
confidence: 99%
“…Although, biological processes can successfully degrade the organic matter present, they usually exhibit low color removal and are susceptible to toxic compounds, which limit their applicability as singletreatment systems. [8][9][10] In contrast, physical and/or chemical treatment processes including coagulation/flocculation, [11,12] adsorption, [13] flotation, [14] oxidation-reduction, [15][16][17] and Fenton's reagent [10,[18][19][20] have been effective in removing all the pollutants of concern. Most of the above mentioned methods, however, require the addition of chemicals, which may substantially increase operating costs.…”
Section: Introductionmentioning
confidence: 99%