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2013 | nr 1 (44) | 156--164
Tytuł artykułu

Analyses of Effectiveness of Action Cascade Ozone Generator

Warianty tytułu
Analiza efektywności kaskadowego generatora ozonu
Języki publikacji
EN
Abstrakty
EN
For eff ective disinfection or disinfection is necessary to create the ozone concentration in the water more than 0.05 mg/l8 and to maintain it for a few minutes. Ozone can be used for pre-treatment of water in order to convert the dissolved substances in colloidal form with subsequent deposition on the fi lter, as it has the eff ect of fl occulation. According to its bactericidal eff ects ozone are in 3-6 times more eff ective than ultraviolet radiation and in 400-600 times eff ective than chlorine. The advantage of ozone is that, ozone disinfection takes place simultaneously with the discoloration of water and eliminates odors and fl avors of water and generally improve its taste. Ozone does not change the natural properties of water as its excess (unreacted ozone) in a few minutes turns into oxygen. Disinfection process will take several minutes, not hours, as in ispolhovanii chlorinated chemicals. Before recommending the use of ozone is necessary to scale tests. At their processing it is necessary to consider the bottom concentration limit of explosibility ozone in air which makes 10% or 146/m3.(fragment of text)
W artykule przedstawiono główne obszary zastosowania ozonu do oczyszczania wody., oraz podstawowe parametry dezynfekcji wody. Dane doświadczalne dotyczące rozpuszczalności ozonu w wodzie za pomocą kaskadowego turboozonator, w zależności od stężenia ozonu w fazie gazowej, przepływu mieszaniny gazu i czasu trwania dezynfekcji(abstrakt oryginalny)
Rocznik
Numer
Strony
156--164
Opis fizyczny
Twórcy
  • Department of Engineering Systems in Environment Protection, Technical University of Bialystok
  • Department of Engineering Systems in Environment Protection, Technical University of Bialystok
  • Department of Industrial Ecology, the Belarus State Technological University,
Bibliografia
  • Tripathi S, Tripathi DM, Tripathi BD (2011) Removal of Organic Content and Color from Secondary Treated Wastewater in Reference with Toxic Potential of Ozone During Ozonation. HydrolCurrent Res 2, 111
  • Kim I, Tanaka H (2010) Use of ozonebased processes for the removal of pharmaceuticals detected in a wastewater treatment plant. Water Environ Res 82, 294-301
  • Guo Y, Yang L, Cheng X, Wang X (2012) The Application and Reaction Mechanism of Catalytic Ozonation in Water Treatment. J Environ Anal Toxicol 2:150
  • Rossi G, Comuzzi C, Barbone F, Goi D (2010) Experimental Tests for Ozone Disinfection Treatment In a Small Backyard Swimming-Pool. J Waste Water Treatment Analysis 1:105. Vol. 1. Issue 2
  • Italian Regulation (2003) ACCORDO tra Ministro della Salute, le Regioni e le Province Autonome di Trento e Bolzano, sugli aspetti igienico sanitari concernenti la costruzione, la manutenzione e la vigilanza delle piscine ad uso natatorio. Gazzetta Ufficiale della Repubblica Italiana del 3.3.2003 n. 51.
  • Romanovski V.I., Gurinovich A.D., Kunitskaja I.D., Lihavitsky V.V. (2012) Research of technical characteristics turboozonizer with а high-frequency resonant electroionization ozone generator. The conference proceedings Eastern European Young and Senior Water Professionals Conference. St. Petersburg, Russia 4-6 October 2012. Part 1, 244-247.
  • Zhang X (2012) Which Drinking Water Disinfection Process Generates the Least Toxic DBP Mixture: Chlorination, Chloramination, Ozonation, or Chlorine Dioxide Treatment? J Civil Environment Engg 2
  • Patent BY 1991 (2005). Ozone generator.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.ekon-element-000171305441

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