The chemical and biological characteristics of coke-oven wastewater by ozonation

E. E. Chang, Hao Jan Hsing, Pen Chi Chiang, Mei Yin Chen, Jhieh Yu Shyng

Research output: Contribution to journalArticle

62 Citations (Scopus)

Abstract

A bench-scale bubble column reactor was used to investigate the biological and chemical characteristics of coke-oven wastewater after ozonation treatment through the examination of selected parameters. Color and thiocyanate could be removed almost entirely; however, organic matter and cyanide could not, due to the inadequate oxidation ability of ozone to remove ozonated byproducts under given experimental conditions. The removal of cyanide and total organic carbon were pH-dependent and were found to be efficient under neutral to alkaline conditions. The removal rate for thiocyanate was about five times that of cyanide. The ozone consumption ratio approached to about 1 at the early stage of ozonation (time TOC) increased to 30%, indicating that easily degraded pollutants were degraded almost entirely. The effect of ozonation on the subsequent biological treatment unit (i.e., activated sludge process) was determined by observing the ratio of 5-day biological oxygen demand to chemical oxygen demand (BOD5/COD) and the specific oxygen utilization rate (SOUR). The results indicated that the contribution of ozonation to inhibition reduction was very significant but limited to the enhancement of biodegradation. The operation for ozonation of coke-oven wastewater was feasible under neutral condition and short ozone contact time in order to achieve better performance and cost savings.

Original languageEnglish
Pages (from-to)560-567
Number of pages8
JournalJournal of Hazardous Materials
Volume156
Issue number1-3
DOIs
Publication statusPublished - Aug 15 2008

Keywords

  • Biodegradation
  • Cyanide
  • Inhibition
  • Ozonation
  • Thiocyanate
  • Total organic carbon

ASJC Scopus subject areas

  • Chemical Health and Safety
  • Process Chemistry and Technology
  • Safety, Risk, Reliability and Quality
  • Environmental Engineering

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