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Ozone in Drinking Water Treatment

Langlais B, Reckhow DA, Brink DR (1991) Ozone in drinking water treatment application and engineering. AWWARF and Lewis Publishers, Boca Raton, EL... [Pg.66]

Rakness, K.L., Ozone in drinking water treatment process design, operation, and optimization, American Water Works Association, 2005. [Pg.407]

Figure 6.2 Formation of NDMA by ozonation of the transformation product N,N-dimethylsulfamide) of the pesticide tolyfluanid by ozonation in drinking water treatment. Figure 6.2 Formation of NDMA by ozonation of the transformation product N,N-dimethylsulfamide) of the pesticide tolyfluanid by ozonation in drinking water treatment.
Calculators c4-8 through c4-10 are for an air-feed ozone system. For a more rigorous calculation (or for calculations for pressure swing adsorption, vacuum swing adsorption, and vacuum-pressure swing adsorption systems), refer to Ozone in Drinking Water Treatment (Rakness 2005). [Pg.43]

Rakness, Kerwin L. 2005. Ozone in Drinking Water Treatment Process Design, Operation, and Optimization. Denver, Colo. American Water Works Association. [Pg.152]

Laplanche, A., Martin, G., andTonnard, F. Ozonation schemes of organophosphorous pesticides. Application in drinking water treatment, Ozone Sci. Eng., 6 207-219, 1984. [Pg.1684]

Rice, C.P., Sikka, H.C.,and Lynch, R.S. Persistence ofdichlobenil in a farm pond, / Agric. FoodChem., 22(3) 533-535,1974. Rice, F.O. and Murphy, M.T. The thermal decomposition of five-membered rings, / Am. Chem. Soc., 64(4) 896-899,1942. Richard. Y. and Brener. L. Removal of pesticides from drinking water by ozone, in Handbook of Ozone Technology and Applications, Volume II. Ozone for Drinking Water Treatment, Rice, A.G. and Netzer, A.. Eds. (Montvale, M A Butterworth Publishers, 1984), pp. 77-97. [Pg.1715]

A recent review on the mechanisms and goals of ozone and associated oxidation processes in drinking water treatment is provided by Camel and Bermond (1998), while extensive coverage of the subject is found in Langlais et al. (1991). [Pg.22]

Camel V, Bermond A (1998) The Use of Ozone and associated Oxidation Processes in Drinking Water Treatment, Water Research 32 3208-3222. [Pg.35]

LaplancheA, Orta de Velasquez M T, Boisdon V, Martin N, Martin G (1993) Modelisation of Micropollutant Removal in Drinking water Treatment by Ozonation or Advanced Oxidation Processes (03/H202), Ozone in Water and Wastewater Treatment-Proceedings of the 11th Ozone World Congress San Francisco, 17-90. [Pg.142]

Ozone is applied in three-phase systems where a selective ozone reaction, oxidation of residual compounds and/or enhancement of biodegradability is required. It can be used to treat drinking water and waste water, as well as gaseous or solid wastes. Especially in drinking water treatment full-scale applications are common, e. g. for particle removal and disinfection, while in waste water treatment sludge ozonation and the use of catalyst in AOP have been applied occasionally. Current research areas for three-phase ozonation include soil treatment and oxidative regeneration of adsorbers. Ozonation in water-solvent systems is seldom studied on the lab-scale and seems favorable only in special cases. In general, potential still exists for new developments and improvements in ozone applications for gas/watcr/solvent and gas/waler/solid systems. [Pg.152]

Jekel M R (1982) Biological Drinking Water Treatment System Involving Ozone, Chapter 10 151-175 in Handbook of Ozone Technology and Applications Vol. II, Ozone for Drinking Water Treatment Rice R G and Netzer A (Editors), Ann Arbor Science, Ann Arbor MI. [Pg.173]

Christiane Gottschalk, Dr.-Ing. in environmental engineering, made her first experience with ozone in the year 1987 and has continued working with ozone in research and development in drinking water treatment at the Technical University Berlin and semiconductor applications at... [Pg.201]

The application of O3 in drinking water treatment is prevalent because of its capability of disinfection and oxidation. Ozone, as a disinfectant, is unstable in water and undergoes reactions with water components, whereas O3 decomposes to OH so that advanced oxidation occurs. Unfortunately, undesired oxidation/ disinfection by-products (DBPs) can be formed from... [Pg.45]

Ozone is residue-free in water due to its self-decomposition into oxygen. As described above, ozone has been extensively used in water and wastewater treatment since its first full-scale application in drinking water treatment at Oudshoorn, Netherlands, in 1893. To date, ozone has been used full scale for disinfection and purification of ground and surface waters, treatment of municipal and industrial wastewater, and treatment of swimming pool and cooling tower waters.P 4 1 1... [Pg.1993]

Chemical oxidation shows several potential benefits compared to other treatment options. The main advantage is the possible minerahzation of organic substances to carbon dioxide and water. The substance can be completely de-structed and is not only simply enriched or shifted into another phase [33]. Furthermore, there is also a disinfecting effect if ozone is used. Ozonation is the oxidative treatment process most widely spread in drinking water treatment—though it is mainly implemented for disinfection and the oxidation is only considered a beneficial side effect [28]. [Pg.300]

The elimination of MTBE and alternative ethers from water with pure ozonation is only possible if sufficient OH radicals are created. This is highly dependent on the type of water treated and high ozone doses are needed for a measurable concentration decHne. These doses are higher than usually applied in drinking water treatment [25,66]. [Pg.303]

Formed as ozonation by-product in drinking water treatment from natural organic matter... [Pg.456]

Short-chain organic acids such as formic, acetic, oxalic, glyoxylic, pyruvic, and ketomalonic acid are formed as by-products in drinking water treatment plants employing ozone. Reasons for... [Pg.457]

Xie Y. and Reckhow, D. A., Identification and quantification of ozonation by-products ketoacids in drinking water. Paper five, in Proceedings of International Ozone Association Pan American Committee Pasadena Conference Ozonation for Drinking Water Treatment, 1992. [Pg.507]

Ozone is a strong oxidising agent and it has been used for many years as a disinfectant in drinking water production. Bott [1990] has compared chlorine and ozone in cooling water treatment. Edwards [1983] compares the oxidising power of some common water treatment chemicals and he concludes that ozone is the most powerful. Table 14.12 gives the comparison. Bott and Kaur [1994] have reviewed the use of ozone in water treatment. [Pg.333]

Camel, V. Bermond, A. The use of ozone and associated oxidation process in drinking water treatment (review). Wat. Res. 1998,32, 3208-3216. [Pg.1216]

Richard, Y. and L. Brener. Removal of Pesticides from Drinking Water by Ozone, in Handbook of Ozone Technology and Applications, Volume II. Ozone for Drinking Water Treatment, Rice, A.G. and A. Netzer, Eds. (Montvale, MA Butterworth Publishers, 1984), pp. 77-97. [Pg.291]


See other pages where Ozone in Drinking Water Treatment is mentioned: [Pg.22]    [Pg.1994]    [Pg.1212]    [Pg.233]    [Pg.22]    [Pg.1994]    [Pg.1212]    [Pg.233]    [Pg.485]    [Pg.57]    [Pg.113]    [Pg.358]    [Pg.29]    [Pg.164]    [Pg.574]    [Pg.115]    [Pg.245]    [Pg.34]    [Pg.304]    [Pg.348]    [Pg.359]    [Pg.162]    [Pg.12]    [Pg.356]   
See also in sourсe #XX -- [ Pg.43 ]




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