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Treatment of Wastewater with High Ammonium Nitrogen Concentration

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper deals with the problem of wastewater treatment with specific physicochemical composition (increased ammonium nitrogen concentration) which were generated in Motor Rest Areas (MRA). Conventional biological wastewater treatment systems with activated sludge were used to purify the wastewater from sanitary equipment used in MRA. On the basis of the research conducted on four MRA, an attempt was made to determine the impact of the wastewater quality on biological wastewater treatment processes. The wastewater supplied to the treatment system was characterized by predominance of biologically non-degradable organic matter (average BOD/ COD ratio 4.39 – 10.42) as well as high concentration of ammonium nitrogen 273.9 – 334.55 mgN-NH4/dm3. The wastewater alkalinity determined by high content of ammonium nitrogen had a negative impact on the biological treatment processes. Unequal pollution load and temporary, high hydraulic load caused leaching of solid suspension from settling tank as well as leaching of particles of activated sludge from the reactor’s chamber. The lack of organic matter susceptible to biological decomposition makes it difficult to develop the biocenosis of activated sludge, and the limits of ammonium nitrogen concentration inhibit the nitrification processes.
Rocznik
Strony
224--231
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
autor
  • Wrocław University of Environmental and Life Sciences, The Faculty of Environmental Engineering and Geodesy, Institute of Environmental Engineering, Grunwaldzki Square 24, 50-363 Wrocław, Poland
  • Wrocław University of Environmental and Life Sciences, The Faculty of Environmental Engineering and Geodesy, Institute of Environmental Engineering, Grunwaldzki Square 24, 50-363 Wrocław, Poland
  • Wrocław University of Environmental and Life Sciences, The Faculty of Environmental Engineering and Geodesy, Institute of Environmental Engineering, Grunwaldzki Square 24, 50-363 Wrocław, Poland
Bibliografia
  • 1. Abou-Elela SI, Hamdy O, El Monayeri O. 2016. Modeling and simulation of hybrid anaerobic/aerobic wastewater treatment system. Int. J. Environ. Sci. Technol. 13, 1289–1298.
  • 2. APHA-AWWA-WEF. 1995. Standard Methods for Examination of Water and Wastewater, American Public Health Association, Washington, DC, 19th ed.,” Am. Public Heal. Assoc. Washington, DC.
  • 3. Carrera J, Vicent T, Lafuente J. 2004. Effect of influent COD/N ratio on biological nitrogen removal (BNR) from high-strength ammonium industrial wastewater. Process Biochem, 39, 2035–2041.
  • 4. Chen Y, Li B, Ye L, Peng Y. 2015. The combined effects of COD/N ratio and nitrate recycling ratio on nitrogen and phosphorus removal in anaerobic/anoxic/aerobic (A2/O) -biological aerated filter (BAF) systems. Biochem. Eng. J. 93, 235–242.
  • 5. Dąbrowska J, Bawiec A, Pawęska K, Kamińska J, Stodolak R. 2017. Assessing the Impact of Wastewater Effluent Diversion on Water Quality. Polish J. Environ. Stud. 26, 9–16.
  • 6. Etzel JE. Treatment of sanitary wastes at interstate rest areas. 1981. Joint Highway Research Project, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana.
  • 7. Fux C, Boehler M, Huber P, Brunner I. 2002. Biological treatment of ammonium-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation (anammox) in a pilot plant. J. Biotechnol. 99, 295–306.
  • 8. Heger S, Wheeler D, Gustafson D, Szmorlo M. 2016. Septic System Evaluation at MnDOT Rest Stops, Truck Stations and Weigh Scales. Onsite Sewage Treatment Program University of Minnesota.
  • 9. Kiss A, Hai FI, Nghiem LD. Roadside rest area wastewater treatment system: Performance evaluation and improvement. 2011. Desalin. water Treat. 32, 389–396.
  • 10. Londong J, Meyer D. 2009. Abwasserbehandlung an PWC-Anlagen. Bauhaus Universität Weimar.
  • 11. Makowska M, Mazurkiewicz J. 2016. Treatment of wastewater from service areas at motorways. Arch. Environ. Prot. 42, 80–89.
  • 12. Mastalerczuk J. 1997. Instrukcja zagospodarowania dróg. Generalna Dyrekcja Dróg Publicznych.
  • 13. Maurer MÃ, Pronk W, Larsen TA. 2006. Treatment processes for source-separated urine. Water Res. 40, 3151–3166.
  • 14. Mo Y, Park D, Sung D, Moon J. 2018. Inhibitory effects of toxic compounds on nitrification process for cokes wastewater treatment. J. Hazard. Mater. 152, 915–921.
  • 15. Parker CE, Ritz MA, Heitman RH, Kitchen JD. 1977. Evaluation of a Water-Reuse Concept for Highway Rest Areas. In: Geometrics, water treatment, utility practices, safety appurtenances, and outdoor advertisement. pp. 37–39.
  • 16. Paweska K, Bawiec A. Activated sludge technology combined with hydroponic lagoon as a technology suitable for treatment of wastewater delivered by slurry tanks. 2017. J. Ecol. Eng. 18, 29–37.
  • 17. Prabakar D, Suvetha SK, Manimudi VT, Mathimani T, Kumar G, Rene ER, Pugazhendhi A. 2018. Pretreatment technologies for industrial effluents: Critical review on bioenergy production and environmental concerns. J. Environ. Manage. 218, 165–180.
  • 18. Pronk WÃ, Kone D. 2009. Options for urine treatment in developing countries. Desalination.248:360–368.
  • 19. Radetic B, Lehmann C. Carbon, Nitrogen, and Phosphorous Removal, Basics and Overview of Technical Applications. 2018. In: Handbook of Water and Used Water Purification, J. Lahnsteiner, Ed. Cham: Springer International Publishing. pp. 1–39.
  • 20. Ravndal KT, Opsahl E, Bagi A, Kommedal R. Wastewater characterisation by combining size fractionation, chemical composition and biodegradability. 2018. Water Res.131, 151–160.
  • 21. Scharfe CW, Malina JF. 1987. Wastewater treatment systems at highway rest areas. Center for Transportation Research The University of Texas at Austin, Austin Texas.
  • 22. Siwiec T, Reczek L, Michel MM, Gut B, Hawer-Strojek P, Czajkowska J, Jóźwiakowski K, Gajewska M, Bugajski P. 2018. Correlations between organic pollution indicators in municipal wastewater. Arch. Environ. Prot. 44, 50–57.
  • 23. Sylvester RO, Seabloom RW. 1972. Rest area wastewater disposal. Departament of Civil Engineering, University of Washington.
  • 24. Van Hulle SWH, Vandeweyer HJP, Meesschaert BD, Vanrolleghem PA, Dejans P, Dumoulin A. 2010. Engineering aspects and practical application of autotrophic nitrogen removal from nitrogen rich streams. Chem. Eng. J. 162, 1–20.
  • 25. Zhou Z, Qiao W, Xing C, Wang C, Jiang LM, Gu Y, Wang L. 2015. Characterization of dissolved organic matter in the anoxic – oxic-settling-anaerobic sludge reduction process Returned sludge. Chem. Eng. J. 259, 357–363.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-77372633-2404-4922-9cd9-9f682f55be17
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