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Efektywność oczyszczania ścieków przy zastosowaniu reaktora membranowego

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Warianty tytułu
EN
Effectiveness of Wastewater Treatment with the Use of the Biological Membrane Reactors
Języki publikacji
PL
Abstrakty
EN
The paper compares the effectiveness of MBR reactor working on the pitot scale in the COŚ sewage treatment plant (No 1) with MBR in treatment plant ZOŚ (No 2) working on the full technical scale. In the COŚ wastewater treatment plant reactor was working in hybrid system: biological reactor with classical treatment - ultrafiltration (RM). It was compared the purification effectiveness of the classical biological reactor with secondary settling tank (RB), with purification effects obtained using membrane module (RM) fulfilling the role of secondary settling tank. Membrane installation BIO-CEL®-BC 10 type has been placed outside the activated sludge reactor. In the study the PES membrane (area 10 m2), made by the German company Microdyn-Nadir GmbH, has been used. In the first stage of the work, the results of physico-chemical analyses for raw and purified sewage for both systems, has been presented. The following pollutants indexes were determined: chemical oxygen demand (COD), biochemical oxygen demand (BOD5), the concentration of total nitrogen (Nog), the concentration of total phosphorus (Pog), suspension content, turbidity and conductivity at 25°C. In addition, for the determination of the filtration effectiveness, microbiological tests were carried out to check if permeate can poses a threat in terms of people heath. In the second part of the publication, the preliminary results of effectiveness of the wastewater treatment for the full technical scale in the sewage treatment plant ZOŚ (No 2) have been presented. For small bulk treatment plant with biological membrane reactors (MBR), exploitation conditions are given. Analyzed treatment plant, as a result of modernization, consists of a compact device for mechanical wastewater treatment and activated sludge reactor. Biological reactor applied PES ultrafiltration membranes made, as in the case COŚ, by Microdyn-Nadir GmbH. Membrane module fulfilled the same role as the classic secondary clarifier and served to separate purified wastewater from activated sludge. Analysis of wastewater quality confirmed high removal efficiency of organic pollutants (an average of 99% for BOD5 and above 97% for COD) and suspended solids (average 99%) in the studied sewage treatment plant. Comparing the efficiency of wastewater treatment in COŚ and ZOŚ sewage treatment plants, in which MBR has been installed, respectively in the pilot and full technical scale, removal degree of impurities was very high, in the range of 93–99%. The level of contaminants in both tested plants was similar. Obtained very high removal degrees of all determined pollutants, were definitely higher than that obtained in the classical biological treatment plants and definitely higher than the requirements given in regulation of the Environmental Minister [13]. An important achievement resulting from the research in COŚ treatment plant, supported by the results, is statement that permeates quality largely depends on the amount of oxygen delivered to the activated sludge tank and to the tank with membrane module. The best results were obtained for MBR system working in the continuous mode.
Rocznik
Strony
1034--1052
Opis fizyczny
Bibliogr. 15 poz., rys.
Twórcy
autor
  • Politechnika Śląska, Gliwice
Bibliografia
  • 1. Bodzek M., Bohdziewicz J., Konieczny K.: Techniki membranowe w ochronie środowiska. Wydawnictwo Politechniki Śląskiej, Gliwice 1997.
  • 2. Bodzek M., Konieczny K.: Wykorzystanie procesów membranowych w uzdatnianiu wody. Wydawnictwo Projprzem-EKO, Bydgoszcz, Wydanie I. 2005.
  • 3. Ćwikła J., Konieczny K.: Treatment of Sludge Water with Reverse Osmosis. Environmental Protection Engineering. 37(4), 21–34 (2011).
  • 4. Hermanowicz S.W.: Membrane Bioreactors: Past, Present and Future? Water Resources Collections and Archives, University of California, Berkeley 2011.
  • 5. Judd S., Judd C.: The MBR Book. Principles and Applications of Membrane Bioreactors for Water and Wastewater Treatment. Second Edition, Elsevier 2011.
  • 6. Łobos E., Bodzek M.: Wpływ zastosowania technik membranowych w bioreaktorach na zwiększoną biodegradację zanieczyszczeń. Monographs of Env. Eng. Committee PAN, „Membrany i procesy membranowe w ochronie środowiska”. Warszawa-Gliwice, 22, 623–629 (2004).
  • 7. Konieczny K., Ćwikła J., Szołtysek M.: The application of the membrane reactor to separation processes at a wastewater treatment plant. Monographs of Envi. Eng. Committee PAN, „Membrany i procesy membranowe w ochronie środowiska”. Warszawa-Gliwice, 119, 79–92 (2014).
  • 8. Melin T., Jefferson B., Bixio D., Thoeye De Wilde W., De Koning J.,van der Graaf J., Winntgens T.: Membrane bioreactor technology for wastewater treatment and reuse. Desalination, 187, 271–282 (2006).
  • 9. Membrane Bioreactors. WEF Manual and Practice 36, 2011, ISBN 978-0-07-175366-1.
  • 10. Mrozowska J. (red.): Laboratorium z mikrobiologii ogólnej i środowiskowej, Wydawnictwo Politechniki Śląskiej, Gliwice 1999.
  • 11. Mucha Z., Mikosz J.: Analysis of unit pollution loads for small wastewater treatment plants. E. Plaza, E. Levlin, Report No 15, Research and application of new technologies in Ukraine, Sweden and Poland, Stockholm 2010, 63–66, ISBN 978-91-7415-412-2
  • 12. Mucha Z.: Preliminary operating experience at the sewage treatment plant with membranę biological reactors, Monograpsh of Envi. Eng. Committee PAN, „Membrany i procesy membranowe w ochronie środowiska”. Warszawa-Gliwice, 119, 71–77 (2014).
  • 13. Rozporządzenie Ministra Środowiska z dnia 24 lipca 2006 roku w sprawie warunków, jakie należy spełnić przy wprowadzaniu ścieków do wód lub do ziemi, oraz w sprawie substancji szczególnie szkodliwych dla środowiska wodnego, Dz. U. Nr 137 z 2006 poz. 984
  • 14. Szewczyk K.: Bioreaktory membranowe w ochronie środowiska. Wodociągi i Kanalizacja, 39(5), 61–63 (2007).
  • 15. Witkowska E.: Usuwanie azotu w biologicznych reaktorach membranowych – doświadczenia zagraniczne i badania własne. Gaz, woda i technika sanitarna, 7–8, 37–40 (2009).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c4a38ac3-51f8-4642-a4ef-481a3500933c
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