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Tytuł artykułu

Colloids in Septic Tank Effluent and Their Influence on Filter Permeability

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The aim of the study was to evaluate the content of colloids in septic tank effluent and their impact on textile filter permeability. Measurements were performed on septic tank effluent without suspended solids but containing colloids and without colloids – including only dissolved substances (filtered by micro-filters and centrifuged). The study was conducted on unclogged and clogged textile filter coupons. During the study the following measurements were conducted: turbidity, chemical oxygen demand and hydraulic conductivity of textile filter coupons. The colloid size range was assumed to be less than 1.2 microns according to the literature. Despite the relatively low content in the septic tank effluent the colloids played an important role in the clogging process. Both the filtering media, filled with low (unclogged) and high content of biomass (clogged) were sensitive to the clogging process acceleration due to the possibility of small diameter pore closure and oxygen access termination. Moreover, small size pores were probably sensitive to closing or bridging by small size colloidal particles.
Rocznik
Strony
74--80
Opis fizyczny
Bibliogr. 24 poz., tab., rys.
Twórcy
autor
  • Faculty of Land Reclamation and Environmental Engineering Department of Hydraulic and Sanitary Engineering, University of Life Sciences in Poznan, Wojska Polskiego St. 28, 60-637 Poznań, Poland
autor
  • Faculty of Land Reclamation and Environmental Engineering Department of Hydraulic and Sanitary Engineering, University of Life Sciences in Poznan, Wojska Polskiego St. 28, 60-637 Poznań, Poland
autor
  • Faculty of Land Reclamation and Environmental Engineering Department of Hydraulic and Sanitary Engineering, University of Life Sciences in Poznan, Wojska Polskiego St. 28, 60-637 Poznań, Poland
autor
  • Firma Instalacyjno-Budowlana Jerzy Czwordon, Powstania Listopadowego St. 20, 63-400 Ostrów Wielkopolski, Poland
Bibliografia
  • 1. Becker, W. 1994. Dietary habits and intake of nutrition in Sweden 1989 (In Swedish). The National Food Administration. Uppsala, Sweden.
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  • 3. Górski A. 1953. Colloids science outline. PWRiL, Warsaw.
  • 4. Drapała T. 1996. Chemistry fundamentals. WSP, Warsaw.
  • 5. Dulekgurgen E., Doğruel S., Karahan Ö., Orhon D. 2006. Size distribution of wastewater COD fractions as an index for biodegradability. Water Res. 40 (2), 273–282.
  • 6. Ekama G.A., Dold P.L., Marais G.V.R. 1986. Procedures for determination of influent COD fractions and the maximum specific growth rate of heterotrophs in activated sludge system. Water Sci. Technol. 18, 91–114.
  • 7. Fair G.M 1951. The hydraulics of rapid sand filters. J. Inst. of Water Eng. 5, 171-213.
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  • 9. Kubiak M. 2014. Comparison of fractionation methods of domestic wastewater contaminants. Master of science thesis. University of Life Sciences in Poznan.
  • 10. Lambe T.W. 1978. Soil Mechanics. Arkady, Warsaw.
  • 11. Li W., Kiser C., Richard Q. 2005. Development of a filter cake permeability test methodology. American Filtration and Separations Society. International Topical Conferences and Exposition, September 19–22, Ann Arbor, Michigan, (MI), p. 1–8.
  • 12. Makowska M., Spychała M. 2014. Organic compounds fractionation for domestic wastewater treatment modeling. Pol. J. Environ. Stud. 23(1), 131–137.
  • 13. Malinowskaja T.A. 1986. Solids separation in chemical industry (In Polish). Science Technical Press. Warsaw.
  • 14. Nieć, J.; Spychała, M. 2014. Hydraulic Conductivity Estimation Test Impact on Long-Term Acceptance Rate and Soil Absorption System Design. Water, 6, 2808–2820.
  • 15. O’Melia C.R., Crapps D.K. 1964. Some Chemical Aspects of Rapid Sand Filtration. Annual Conference, Toronto, Ont. Jun. 4.
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  • 17. Perez-Paricio A., Carrera J. 2000. Validity and sensitivity analysis of a new comprehensive clogging model. Calibration and Reliability in Groundwater Modelling: Proceedings of the ModelCARE 99 Conference, pp. 47–53, Int. Assoc. of Hydrol. Sci., Gentbrugge, Belgium.
  • 18. Sanford L.H., Gates C.D. 1956. Effects of Synthetic Detergents on Rapid Sand Filter Performance. J. AWWA, 45–54.
  • 19. Seabloom R.W., Bounds T.R., Loudon T.L. 2005. Septic tanks. In: Gross M.A., Deal N.E. (Eds.) University curriculum development for decentralized wastewater management. National Decentralized Water Resources Capacity Development Project. Fayetteville (AR), University of Arkansas, 38–39.
  • 20. Siegrist R.L. 1987. Soil clogging during subsurface wastewater infiltration as affected by effluent composition and loading rate. J. Environ. Qual. 16(2), 181–187.
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  • 22. Spychała M., Nieć J. 2013. Impact of septic tank sludge on filter permeability. Environ. Prot. Eng. 39(2), 77–89.
  • 23. Spychała M., Nieć J., Pawlak M. 2013. Preliminary study on filamentous particle distribution in septic tank effluent and their impact on filter cake development. Environ. Technol. 34(20), 2829–2837.
  • 24. Spychała M., Łucyk P. (2015, in Press). Effect of thickness of textile filter on organic compounds and nutrients removal efficiency at changeable wastewater surface level. Sci. Nat. Technol.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-937051ad-6436-4c13-aeb2-4d5f8515295e
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