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Pretreatment of Stabilized Landfill Leachate Using Ozone

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the possibility of using the ozonation process in landfill leachate pretreatment. The study was conducted in three stages. In the first stage, the landfill leachate was subjected only to the ozone, with the dose varying from 10 mg/dm3 to 40 mg/dm3. As part of this stage of research, the effect of changes in the pH of wastewater undergoing the process of ozonation on the efficiency of TOC removal was examined. For all the tested pH values (pH = 3.5, pH = 7 pH = 8.5 pH = 10), the TOC removal rate constant (kRowo) during ozonization was determined. In the second stage of the study, the ozonation process was facilitated by UV radiation. Additionally in this stage, the rate of generation of OH• radicals was accelerated by the addition of hydrogen peroxide to the reactor. The COD: H2O2 ratio by weight was 1:2.5, 1:5 and 1:10 and 1:20. In the last stage of the study, we attempted to assist the ozonation process using ultrasonic field. The employed vibration amplitude amounted to 25μm and sonication time equalled 300 seconds. It was found that the ozonation process is the most effective at alkaline pH (8.5). The TOC removal efficiency was 37% (346 mg/dm3) after 60 minutes of ozonation. The best results of pollutants oxidation measured as COD and TOC removal were observed when the dose of ozone was 20 mg/dm3. The combination of sonication and ozonation has resulted in a reduction of COD and TOC values by 370 mg/dm3 and 126 mg/3, respectively, in comparison to the ozonation process alone. It was found that the most effective process in landfill leachate treatment is the combination of ozonation with hydrogen peroxide addition (COD:H2O2=1:10). The COD, TOC and BOD values were 65%, 62% and 36% lower, respectively, in comparison to ozonation process conducted alone.
Rocznik
Strony
186--193
Opis fizyczny
Bibliogr. 16 poz., rys., tab.
Twórcy
  • Institute of Environmental Engineering, Czestochowa University of Technology, Czestochowa, Poland
Bibliografia
  • 1. Amaral-Silva N., Martinsa R.C., Castro-Silva S., Quinta-Ferreira R.M. 2016.Ozonation and perozonation on the biodegradability improvement of a landfill leachate, Journal of Environmental Chemical Engineering 4, 527–533.
  • 2. Barbusiński K. 2013. Advanced oxidation in the treatment of selected industrial wastewater, Publisher of the Silesian University of Technology, Gliwice (in Polish).
  • 3. Bila D.M., Montalvai A.F., Silva A.C., Dezotti M. 2005. Ozonation of a landfill leachate: evaluation of toxicity removal and biodegradability improvement, Journal of Hazardous Materials B117, 235–242.
  • 4. Catalkaya, E.C., Kargi, F. 2007. Color, TOC and AOX removals from pulp mill effluent by advanced oxidation processes: A comparative study, Journal of Hazardous Materials 139, 244–253.
  • 5. Cesaro, A., Naddeo, V., Belgiorno, V. 2013.Wastewater treatment by combination of advanced oxidation processes and conventional biological systems. Journal of Bioremediation & Biodegradation, 4, 208.
  • 6. Hansen, K.M.S., Spiliotopoulou, A., Chhetri, R.K., Escolà Casas, M., Bester, K., Andersen, H.R. 2016. Ozonation for source treatment of pharmaceuticals in hospital wastewater – Ozone lifetime and required ozone dose, Chemical Engineering Journal 290, 507–514.
  • 7. Kudlek E., Dudziak M., Bohdziewicz J., Kamińska G. 2017. The role of pH in the decomposition of organic micropollutants during the heterogeneous photocatalysis proces, E3S Web of Conferences 17, 00047.
  • 8. Kurniwana T., Wai-hung L. 2006. Physico-chemical treatment for removal of recalcitrant contaminansts from landfill leachate, Journal of Hazardous Materials 129, 1–3, 80–100.
  • 9. Kwarciak-Kozłowska A., Krzywicka A., Gałwa-Widera M. 2016. The use of ozonation process in coke wastewater treatment, Rocznik Ochrona Środowiska,18, 61–73.
  • 10. Kwarciak-Kozłowska A. Sławik-Dembiczak L. 2016. Characterization of the organic fraction of pretreated leachate from old landfill after sonication exposure, Inżynieria i Ochrona Środowiska 19(4), 561–575.
  • 11. Leszczyński J., Tałałaj I., Walery M., Biedka P. 2016. Landfill leachates pretreatment by ozonation, Ecological Engineering, 143–146 (in Polish).
  • 12. Liu, Y., Jiang, J., Ma, J., Yang, Y., Luo, C., Huang-fu, X., Guo, Z. 2015. Role of the propagation reactions on the hydroxyl radical formation in ozonation and peroxone (ozone/hydrogen peroxide) processes. Water Research 68, 750–758.
  • 13. Regulation of the Minister of Environment of 18 November 2014 on the conditions to be met when discharging sewage into water or soil, and on the substances particularly harmful to the aquatic environment (in Polish).
  • 14. Suslick, K.S. 1989. The chemical effects of ultrasound. Scientific American 2, 80–86
  • 15. Tizaoui Ch., Bouselmi L., Mansouri L., Ghrabi A. 2007. Landfill leachate treatment with ozone and ozone/hydrogen peroxide systems, Journal of Hazardous Materials 140, 316–324.
  • 16. Zarzycki R. 2002. Advanced oxidation techniques in environmental protection, Łódź, PA Publishing (in Polish).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7d5ef0e5-abb5-4aed-b4ff-5661aee9249f
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