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Wastewater treatment in submerged aerated biofilter under condition of high ammonium concentration

Identyfikatory
Warianty tytułu
PL
Oczyszczanie ścieków w zanurzonym, napowietrzanym złożu biologicznym w warunkach wysokich stężeń azotu amonowego
Języki publikacji
EN
Abstrakty
EN
Treatment of wastewater produced in Service Areas (SA) located on expressways and highways is a worldwide problem because of increasing amount of roads and specific composition of those kinds of sewage. Insufficient removal of pollutants from wastewater discharged into surface water may cause serious environmental problems. In the present study efficiency of treatment of wastewater with high ammonium concentration in biological membrane system used on SA was investigated. Concentrations of ammonia nitrogen in wastewater flowing into bioreactor in none of the tested objects did not fall below 99.0 mg of N-NH4·dm−3. Because of high ammonium content in sewage and high pH reaching value about 9, it is almost impossible to create favorable conditions for microorganisms that run purification processes resulting in low efficiency of phosphorus and nitrogen removal (reduction of biogenic compounds did not exceed 15%). Treatment of wastewater consisting mainly of urine with commonly used biological membrane technology has to be widely tested to perform suitable quality of discharged wastewater, to provide safety of surface water environment.
Rocznik
Strony
431--442
Opis fizyczny
Bibliogr. 24 poz., wykr., rys.
Twórcy
autor
  • Institute of Environmental Engineering, Wrocław University of Environmental and Life Sciences, pl. Grunwaldzki 24, 50-363 Wrocław, Poland, phone +48 71 320 66 65
autor
  • Institute of Environmental Engineering, Wrocław University of Environmental and Life Sciences, pl. Grunwaldzki 24, 50-363 Wrocław, Poland, phone +48 71 320 66 65
  • Institute of Environmental Engineering, Wrocław University of Environmental and Life Sciences, pl. Grunwaldzki 24, 50-363 Wrocław, Poland, phone +48 71 320 66 65
Bibliografia
  • [1] Khan SA, Liu X, Shah BR, Fan W, Khan SB et al. Metals uptake by wastewater irrigated vegetables and their daily dietary intake in Peshawar, Pakistan. Ecol Chem Eng S. 2015;22(1):125-139. DOI: 10.1515/eces-2015-0008.
  • [2] Karczmarczyk A, Bus A, Baryła A. Filtration curtains for phosphorus harvesting from small water bodies. Ecol Eng. 2016;86:69-74. DOI: 10.1016/j.ecoleng.2015.10.026.
  • [3] Butler D, Friedler F, Gatt K. Characterising the quantity and quality of domestic wastewater inflows. Water Sci Technol.1995;31:13-24. DOI: 10.1016/0273-1223(95)00318-H.
  • [4] Ling TY, Dana MJ, Bostman S, Nyanti L. Domestic wastewater quality and pollutant loadings from urban housing areas. Iranica J Energy Environ. 2012;3(2):129-133. DOI: 10.5829/idosi.ijee.2012.03.02.0295.
  • [5] Iatrou EI, Stasinakis AS, Aloupi M. Cultivating duckweed Lemna minor in urine and treated domestic wastewater for simultaneous biomass production and removal of nutrients and antimicrobials. Ecol Eng. 2015;84:632-639. DOI: 10.1016/j.ecoleng.2015.09.071.
  • [6] Maurer M, Pronk W, Larsen TA. Treatment processes for source-separated urine. Water Res. 2006;40:3151-3166. DOI: 10.1016/j.watres.2006.07.012.
  • [7] Paruch AM. Preservation of nutrients during long-term storage of source-separated yellowwater. Water Sci Technol. 2012;66(4):804-809. DOI: 10.2166/wst.2012.244.
  • [8] Pronk W, Kone D. Options for urine treatment in developing countries. Desalination 2009;248:360-368. DOI: 10.1016/j.desal.2008.05.076.
  • [9] Udert KM, Larsen TA, Gujer W. Biologically induced precipitation in urine-collecting systems and urinal traps. Water Sci Technol.: Water Supply. 2003;3:71-78. DOI: 10.1.1.598.3159.
  • [10] Ronteltapa M, Maurera M, Gujera W. Struvite precipitation thermodynamics in source-separated urine. Water Res. 2007;41:977-984. DOI: 10.1016/j.watres.2009.12.015.
  • [11] Benefield LD, Randall GW. Biological Process Design for Wastewater Treatment. Englewood Cliffs: Prentice Hall Inc. 1980.
  • [12] Batstone DJ, Hülsen T, Mehta CM, Keller J. Platforms for energy and nutrient recovery from domestic wastewater: A review. Chemosphere. 2015;140:2-11. DOI: 10.1016/j.chemosphere.2014.10.021.
  • [13] Naden P, Bell V, Carnell E, Tomlinson S, Dragosits U, Chaplow J, et al. Nutrient fluxes from domestic wastewater: A national-scale historical perspective for the UK 1800-2010. Sci Total Environ. 2016;572:1471-1484. DOI: 10.1016/j.scitotenv.2016.02.037.
  • [14] Xu C, Zeng WZ, Wu JW, Huangi JS. Effects of different irrigation strategies on soil water, salt, and nitrate nitrogen transport. Ecol Chem Eng S. 2015;22(4):589-609. DOI: 10.1515/eces-2015-0035.
  • [15] Pulikowski K, Pawęska K, Bawiec A. Seasonal changes in phosphorus load flowing out of small agricultural catchments. J Ecol Eng. 2015;16(1):81-86. DOI: 10.12911/22998993/590.
  • [16] Tarkowska-Kukuryk M. Effect of phosphorus loadings on macrophytes structure and trophic state of dam reservoir on a small lowland river (eastern Poland). Archives Environ Protect. 2013;39(3):33-46. DOI: 10.2478/aep-2013-0029.
  • [17] Durmaz B, Sanin FD. Effect of carbon to nitrogen ratio on the physical and chemical properties of activated sludge. Environ Technol. 2003;24:1331-1340. DOI: 10.1080/09593330309385677.
  • [18] Erkan HF, Engin GO, Ince M, Bayramoglu MR. Effect of carbon to nitrogen ratio of feed wastewater and sludge retention time on activated sludge in a submerged membrane bioreactor. Environ Sci Pollut Res. 2016;23:10742-10752. DOI: 10.1007/s11356-016-6215-2.
  • [19] Wang X, Wang S, Xue T, Li B, Dai X, Peng Y. Treating low carbon/nitrogen (C/N) wastewater in simultaneous nitrification-endogenous denitrification and phosphorous removal (SNDPR) systems by strengthening anaerobic intracellular carbon storage. Water Res. 2015;77:191-200. DOI: 10.1016/j.watres.2015.03.019.
  • [20] Chena Y, Li B, Ye L, Peng Y. 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. 2015;93:235-242. DOI: 10.1016/j.bej.2014.10.005.
  • [21] He Y, Wang Y, Song X. High-effective denitrification of low C/N wastewater by combined constructed wetland and biofilm-electrode reactor (CW-BER). Biores Technol. 2016;203:245-251. DOI: 10.1016/j.biortech.2015.12.060.
  • [22] Princic A, Mahne I, Megusar F, Paul EA, Tiedje J. Effects of pH and oxygen and ammonium concentrations on the community structure of nitryfing bacteria from wastewater. Appl Environ Microbiol. 1998;64:3584-3590.
  • [23] Watson SW, Bock E, Harms H, Koops HP, Hooper AB. Nitryfing bacteria. In: Stanley JT, Bryant MT, Pfennig N, Holt JG, editors. Bergey’s Manual of Systematic Bacteriology. Baltimore: Williams Wikings Co. 1989;3:1808-1834.
  • [24] Boyjoo Y, Pareek VK, Ang M. A review of greywater characteristics and treatment processes. Water Sci Technol. 2013;67:1403-1424. DOI: 10.2166/wst.2013.675.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c787f48c-55e1-4344-b94f-a5f14dd12979
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