

@article {4231,
	title = {{Comparative disinfection of treated sewage with chlorine and ozone}},
	journal = {Water Research},
	volume = {19},
	number = {9},
	year = {1985},
	month = {jan},
	pages = {1129{\textendash}1140},
	abstract = {Chlorine and ozone were compared in pilot plants (capacity about 3.2 m3 h-1), which were fed with the same activated sludge treated and filtered water. Together with physico-chemical analysis the water was analysed for different types of microorganisms, including vegetative bacteria (total and thermotolerant coliforms, faecal streptococci and Pseudomonas aeruginosa), bacterial spores (spores of aerobic bacteria at 37{\textdegree}C and sulphite reducing clostridia) and bacterial viruses (somatic coliphages and F-specific bacteriophages). The average chlorine and ozone dose were, respectively, 3.65 and 15.3 mg l-1 of water, while after a contact time for both of about 25 min the average residual concentrations were 1.79 and 0.35 mg l-1 of water. These residuals were measured with the DPD-method. The ammonia-N concentration varied greatly (0.06{\textendash}72.0 mg l-1) and was used to group the data into four classes: (1) non-nitrified water, defined as water in which nitrate-N was smaller than ammonia-N; (2) moderately nitrified water, in which nitrate-N was larger than ammonia-N and the ammonia-N was higher than 2 mg l-1; (3) well nitrified water, defined as water in which ammonia-N was lower than 2 mg l-1; (4) very well nitrified water, in which ammonia-N was smaller than 0.5 mg l-1. This classification indicated that the concentrations of most other impurities decreased with a better nitrification. Statistical analysis of the data showed also that ozone was a better disinfectant than chlorine in the case where the disinfection is based upon their residual content. The degree of nitrification had a greater effect on chlorine disinfection than on ozone disinfection. During chlorination the total residual chlorine decreased, with better nitrification; the chlorine demand increased; the composition of the residual chlorine changed very much and the inactivation of bacterial viruses improved. The vegetative bacteria showed a varying pattern; most were inactivated in moderately nitrified water, when the dichloramine concentration was highest and false positive FAC concentration was lowest of the four classes. Reduction of bacterial spores was not observed. During ozonization other effects were indicated. Reductions of most organims increased slightly with better nitrification; only reductions of F-specific bacteriophages decreased. There was also a small decrease of bacterial spores. The treated effluent had a high ozone consumption and the inactivation of the organisms was low in relation to ozone dose and residual ozone. The bromide concentration (0.3{\textendash}2.9 mg l-1) effected the chemistry of chlorine and ozone and had a positive effect on chlorine and ozone disinfection of total coliforms. For most types of micoorganisms the disinfection coefficients of the Selleck model and the germicidal efficiencies could be determined.},
	keywords = {bacterial viruses, bromide, bromine compounds, Chlorine, design, Disinfection, Indicator bacteria, Models, nitrification, ozone, Pseudomonas aeruginosa, spores},
	issn = {00431354},
	doi = {10.1016/0043-1354(85)90349-5},
	url = {http://www.sciencedirect.com/science/article/pii/0043135485903495},
	author = {den Blanken, John G}
}
