P. Paraskeva et al., INFLUENCE OF OZONATION CONDITIONS ON THE TREATABILITY OF SECONDARY EFFLUENTS (REPRINTED FROM THE ROLE OF OZONE IN WASTE-WATER TREATMENT, 1997), Ozone: science & engineering, 20(2), 1998, pp. 133-150
With the adoption of European Community Directives regarding bathing w
ater quality and the potential extension of bathing waters standards t
o all recreational waters, the disinfection of wastewater effluents ha
s become an option of increasing interest. Ozone is a very powerful ox
idant, capable of fast and effective disinfection. Due to its oxidizin
g potential, its application to final municipal effluents could have a
beneficial effect on the effluent quality, although some concerns exi
st over the formation of potentially harmful by-products such as organ
ic halides. This paper describes a preliminary laboratory-based study
designed to investigate the changes in the physico-chemical properties
of a secondary municipal effluent after ozonation, as well as the eff
ect of ozone on the concentration of organic halides and effluent toxi
city. The treatability and the performance of the system for different
methods of ozone application also is evaluated. The effluent was trea
ted with ozone generated from air and from oxygen. Using oxygen as a f
eed gas, three different ozone concentrations in the gas were examined
, namely 1.5% w/w, 4.5% w/w and 13.5% w/w. The results showed that ozo
ne affected the physico-chemical properties of the effluent by reducin
g the GOD, BOD, and color concentrations, and by increasing the dissol
ved oxygen concentration of the effluent. In the ozone dose range like
ly to be applied for disinfection, the amount of halogenated organic s
pecies increased. This increase, however, was not associated with chan
ges in toxicity. At higher ozone doses, the organic halide concentrati
on was found to decrease, whereas toxicity, although undetectable with
the use of standard protocols, was found to increase. For a constant
ozonation rate, the treatment performance was similar for all ozonatio
n conditions. However, an increased ozone concentration in the feed ga
s increased the mass transfer rate of ozone to the liquid, resulting i
n a faster effluent treatment.