1993
DOI: 10.1080/09593339309385304
|View full text |Cite
|
Sign up to set email alerts
|

Treatment of wastewaters from dye industry

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
16
0
1

Year Published

1994
1994
2024
2024

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 45 publications
(17 citation statements)
references
References 2 publications
0
16
0
1
Order By: Relevance
“…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%