Affiliations 

  • 1 Department of Environmental Health, High Institute of Public Health, Alexandria University, Alexandria, Egypt; Environmental Quality Authority, Gaza, Gaza Strip, Palestine
  • 2 Malaysian Institute of Chemical and Bio Engineering Technology, Universiti Kuala Lumpur, (UNIKL, MICET), Melaka, Malaysia E-mail: sabuamr@hotmail.com
  • 3 Department of Environmental Health, High Institute of Public Health, Alexandria University, Alexandria, Egypt
Water Sci Technol, 2016;73(1):102-12.
PMID: 26744940 DOI: 10.2166/wst.2015.468

Abstract

The objective of this study was to investigate the performance of employing H2O2 reagent in persulfate activation to treat stabilized landfill leachate. A central composite design (CCD) with response surface methodology (RSM) was applied to evaluate the relationships between operating variables, such as persulfate and H2O2 dosages, pH, and reaction time, to identify the optimum operating conditions. Quadratic models for the following two responses proved to be significant with very low probabilities (<0.0001): chemical oxygen demand (COD) and NH3-N removal. The obtained optimum conditions included a reaction time of 116 min, 4.97 g S2O8(2-), 7.29 g H2O2 dosage and pH 11. The experimental results were corresponding well with predicted models (COD and NH3-N removal rates of 81% and 83%, respectively). The results obtained in the stabilized leachate treatment were compared with those from other treatment processes, such as persulfate only and H2O2 only, to evaluate its effectiveness. The combined method (i.e., /S2O8(2-)/H2O2) achieved higher removal efficiencies for COD and NH3-N compared with other studied applications.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.