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The use of Membrane Techniques in Swimming Pool Water Treatment

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper has determined the suitability of membrane processes (UF ultrafiltration, UF, and nanofiltration, NF) for the purification of waste streams, so-called backwash water, obtained from washing filtration beds in a swimming pool water system. The backwash water samples were taken from the circuits located in two indoor facilities with a different purpose of the basins. Moreover, the samples were characterized by varying quality, as described by selected physicochemical parameters (such as turbidity and ultraviolet absorbance UV254). Commercial membranes were used for the tests. The transport-separation properties of the membranes were determined based on the volumetric flux of the permeate. In addition, backwash water samples before and after the membrane process were subjected to toxicological assessment using the Microtox® screening test. The performed processes contributed to a significant reduction in turbidity and the value of UV254 ultraviolet absorbance, both in the ultrafiltration and nanofiltration processes. Whereas, significant differences in transport properties were noted within individual processes. A great influence of backwash water quality, including physicochemical parameters, on the course and results of the membrane filtration processes was demonstrated. In all of the nanofiltration cycles carried out, the removal of the toxic properties of the backwash water with respect to bacteria in the Microtox® test was found. Nevertheless, samples with high values of resultant physicochemical parameters after the ultrafiltration process were still characterized by high toxicity. Pressure membrane processes show high effectiveness in the removal of contaminants from backwash water. However, it is necessary to introduce supporting processes aimed at reducing membrane pore blocking by deposits and organic compounds, and in the case of ultrafiltration, assuring the safety of the purified stream in terms of the toxicological effect.
Rocznik
Strony
130--136
Opis fizyczny
Bibliogr. 14 poz., tab., rys.
Twórcy
  • Institute of Water and Wastewater Engineering, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland
autor
  • Institute of Water and Wastewater Engineering, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland
autor
  • Institute of Water and Wastewater Engineering, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland
  • Institute of Water and Wastewater Engineering, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland
Bibliografia
  • 1. Al Zahrania S., Mohamad A. W., 2014. Challenges and trends in membrane technology implementation for produced water treatment: A review. Journal of Water Process Engineering, no. 4, 107–133.
  • 2. Bodzek M., 2013. A review of the possibilities for using membrane techniques in the removal of microorganisms and organic contaminations from the aqueous medium [in Polish]. Inżynieria i Ochrona Środowiska, 16(1), 5–37.
  • 3. Bodzek M., Konieczny K., 2005. The use of membranes processes in water treatment [in Polish]. Projprzem-Eko Publishing House, Bydgoszcz.
  • 4. Dudziak M., 2013. Separation of estrogenic micro-contaminants using high-pressure membrane techniques [in Polish]. University Press of the Silesian University of Technology, Gliwice.
  • 5. Grabińska-Sota E., 2015. Ecotoxicological testing in environmental protection [in Polish]. University Press of the Silesian University of Technology, Gliwice.
  • 6. Hsieh C.Y., Tsai M.H., Rayan D.K., Pancorbo O.C., 2008. Toxicity of the 13 priority pollutant metals to Vibrio fischeri in the Microtox® chronic toxicity test. Science of The Total Environment, 320(1), 37–50.
  • 7. Kamińska G., Dudziak M., Bohdziewicz J., Kudlek E., 2016. Assessment of the effectiveness of removing selected biologically active substances by the monofiltration process [in Polish]. Proceedings of EC Opole, 10(1), 155–164.
  • 8. Leszczyńska M., Sozański M.M., 2009. Harmfulness and toxicity of deposits and washings from the water treatment process [in Polish]. Ochrona Środowiska i Zasobów Naturalnych, no. 40, 575–585.
  • 9. McCormick N.J. porter M., Walsh M.E., 2010. Disinfection by-products in filter backwash water: implications to water quality in recycle designs. Water Research, no. 44, 4581–4589.
  • 10. Meriç S., Selçuk H., Belgiorno V., 2005. Acute toxicity removal in textile finishing wastewater by Fenton’s oxidation, ozone and coagulation–flocculation processes, Water Research, 9(6), 1147–1153.
  • 11. Mołczan M., Szlachta M., Karpińska M., Biłyk A., 2006. The use of specific ultraviolet absorbance (SUVA) in water quality assessment [in Polish]. Ochrona Środowiska, 28(4), 11–16.
  • 12. Piechurski F.G., 2011. Technical solutions of devices for water purification in public swimming pools [in Polish]. Technologia Wody, no. 5, 22–34.
  • 13. Potter B. Wimsatt J., Determination of total organic carbon and specific UV absorbance at 254 nm in source water and drinking water, 2009, EPA Document, Method 415.3.
  • 14. Wyczarska-Kokot J., 2015. Exploring the possibilities for the management of swimming pool circuit backwash water [in Polish]. Proceedings of ECOpole, 9(2), 803–813.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3289c589-24d0-4414-972e-0fb4a423416e
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