1974
DOI: 10.1002/j.1551-8833.1974.tb02133.x
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A Review of Ozone and Its Application to Domestic Wastewater Treatment

Abstract: Since 1900 ozone has been used quite extensively as an oxidant and disinfectant in European waters. Because of the expense and other problems involved with using ozonators, ozone has not been favorably received in the US. Recently, however, technologists have discovered methods for controlling or eliminating a majority of the problems; moreover, water‐treatment researchers have found that ozone possesses additional favorable characteristics other than a pleasant odor.

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Cited by 32 publications
(21 citation statements)
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“…The EPA (198) estimates the cost of ozone disinfection for a 10 MGD wastewater treatment plant to be 3.49,/1000 gal as compared to chlorine disinfection costs of 1.420/1000 gal. Others have made similar cost comparisons and arrived at similar results (27,197,199). Ozone is expensive because it takes large amounts of energy to generate it and the capital cost for the generating equipment is high (197).…”
Section: Alternatives To Chlorinationmentioning
confidence: 65%
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“…The EPA (198) estimates the cost of ozone disinfection for a 10 MGD wastewater treatment plant to be 3.49,/1000 gal as compared to chlorine disinfection costs of 1.420/1000 gal. Others have made similar cost comparisons and arrived at similar results (27,197,199). Ozone is expensive because it takes large amounts of energy to generate it and the capital cost for the generating equipment is high (197).…”
Section: Alternatives To Chlorinationmentioning
confidence: 65%
“…In almost all waste treatment plants in the United States disinfection depends upon chlorination (27). By varying the chlorine dose and contact time, the coliform concentration can be reduced to almost any desired level.…”
Section: Wastewater Disinfectionmentioning
confidence: 99%
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“…Significant reductions of 48, 19, and 76%, respectively, were detected for COD, TS, and FOG after 10 min of ozonation. A number of studies have reported reductions of 25 to 75% in secondary effluent COD after ozonation (Kinman, 1972;McCarthy and Smith, 1974;Trussell et al, 1976). In our study further improvements in water quality Means within the same column with no common superscripts are significantly different (P<.01), n=8.…”
Section: Resultsmentioning
confidence: 96%