Wastewater treatment by coagulatıon wıth countercurrent sludge return

  • E. V. Alekseev Universidad del Zulia

Resumen

Industrial wastewater contains pollutants that do not oxidize under the biological wastewater treatment conditions of populated areas. The treatment of wastewater containing persistent organic substances can be effective in its extraction. Using only water treatment separation methods does not provide sufficient efficiency. Significantly better results are obtained by combining the persistent organic pollutant coagulation method with subsequent separation processes. The disadvantage of coagulation is the need to use large doses of reagents and a large number of wastewater treatment processes. The objective of the research was to determine the possibility of reducing the doses of mineral coagulants and related reagents while maintaining sufficient efficiency in the treatment of contaminant water by countercurrent transfer of the solid phase of the sludge to the previous separation stages. . For the experimental investigation, a facility was used, which included a three-section block of sedimentation chambers, equipment for the manufacture and dosage of reagents, devices for pumping sludge and water sampling. The research was carried out in aqueous solutions of contaminants: persistent synthetic dyes used in the textile industry. The concentration of the dye solutions was assumed to be constant, equal to 150 mg / l. Three series of experiments were carried out with different conditions to dose the coagulant and return the hydroxyl mud. The results of the experiments were analyzed using the Langmuir adsorption equation and the graphical constructions of the equilibrium and the lines of work of the contaminant extraction process. Compared to the traditional single-stage coagulation scheme, which includes a single addition of reagents without reusing the sludge, the use of solid-phase countercurrent transfer coagulation schemes was found, based on the research results. of sludge conductors gives a significant reduction in the number of reagents consumed and, consequently, a decrease in the amount of sludge removed.

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Biografía del autor/a

E. V. Alekseev, Universidad del Zulia
Profesor de la Universidad del Zulia

Citas

Abdel-Fatah M. A., Sherif H.O., Agour F., Hawash S. I. (2015). Textile waste water treatment by chemical coagulation technology. - Global Journal of Advance Engineering Technology and Sciences. No.2(12). Pp.20-28.

Ahmadi S., Kord Mostafapour, F. (2017).Treatment of Textile wastewater using a combined Coagulation and DAF processes, Iran, 2016.- Arch Hyg Sci.Vol.6, No.3. pp.229-234.

Alekseev E.V. (2018). Abatement of environmental pollution by effluents of textile industry. - Pollution Research, Vol. 37 (1). Pp. 278-284.

Al-Qodah Z. (2000). Adsorption of dyes using shale oil ash. - Water Research, No.34 pp. 4295-4303.

Anjaneyulu,Y., Sreedhara Chary N., Suman Raj D.S. (2005). Decolourization of industrial effluents – available methods and emerging technologies – a review. - Reviews in Environmental Science and Bio/Technology, Vol.4, pp. 245-273.

Ayari F., Srasra E., Trabelsi-Aydi M. (2008), Low-cost adsorbents for a dye uptake from contaminated water modeling of adsorption isotherms: the Langmuir, Freundlich and Elovich models. - Surface Engineering and Applied Electrochemistry, No.6, pp. 76−86.

Chandrakant R. Holkar, Ananda J. Jadhav, Dipak V. Pinjari, Naresh M. Mahamuni, Aniruddha B. Pandit (2016). A critical review on textile wastewater treatments: Possible approaches. - Journal of Environmental Management. Vol. 182. pp.351-366.

Gonzalez T., Dominguez J., Beltran-Heredia J., Garcia H., Snachez-Lavado F. (2007). Aluminum sulfate as coagulant for highly polluted cork processing wastewater: evaluation of settleability parameters and design of a clarifier–thickener unit. - Journal of Hazardous Materials. Vol.148. pp 6–14.

Kant R. (2012). Textile dyeing industry an environmental hazard. - Natural Science. Vol.4 No.1, pp. 22-26.

Lin J.X., Wang L. (2009). Adsorption of dyes using magnesium hydroxide-modified diatomite. - Desalination and Water Treatment. No.8, pp.1–9.

Majcen Le Marechal A., Krianec B., Vajnhandl S., Volmajer J. (2012). Textile Finishing Industry as an Important Source of Organic Pollutants. Organic pollutants ten years after the Stockholm Convention – Environmental and Analytical Update.- InTech, pp. 26–54.

Sarasa J., Roche M.P., Ormad M.P., Gimeno E., Puig A., Ovelleiro J.L. (1998). Treatment of wastewater resulting from dye manufacturing with ozone and chemical coagulation. - Water Research Vol.32, No.9, pp. 2721-2727.

Sojkaledakowicz J., Koprowski T., Machnowski W., Knudsen H. (1998). Membrane filtration of textile dyehouse wastewater for technological water reuse. - Desalination. Vol. 119, (1-3). Pp. 1-10.

Verma M., Kumar R.N. (2016). Can coagulation-flocculation be an effective pre-treatment option for landfill leachate and municipal wastewater co-treatment? - Perspectives in Science . Vol. 8, September, pp. 492-494.

Zaharia C., Suteu D. (2012). Textile organic dyes–characteristics, polluting effects and separation/elimination procedures from industrial effluents—a critical overview. - Organic pollutants ten years after the Stockholm Convention – Environmental and Analytical Update.- InTech, pp. 55–86.

Publicado
2020-07-04
Cómo citar
Alekseev, E. V. (2020). Wastewater treatment by coagulatıon wıth countercurrent sludge return. Revista De La Universidad Del Zulia, 11(30), 162-177. https://doi.org/10.46925//rdluz.30.12