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Konwersje związków azotu w hybrydowym systemie hydrofitowym

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Warianty tytułu
EN
Nitrogen compounds conversions in hybrid hydrophyte state
Języki publikacji
PL
Abstrakty
EN
Comparison of nitrogen compounds removing efficiency with conditions in which it took place (among others: hydraulic charge, organic substance and nitrogen charge, oxygen concentration, potential of oxidizing-reducing environment, availability of easily decomposed organic substance - a source of carbon). Evaluation of the above mentioned elements can indirectly prove which processes are responsible for nitrogen removal in the analyzed HSH.
Rocznik
Tom
Strony
32--36
Opis fizyczny
Bibliogr. 24 poz.
Twórcy
autor
  • Wydział Inżynierii Lądowej i Środowiska, Politechnika Gdańska
Bibliografia
  • [1] Brix H., Johansen N. H. (1999): Treatment of domestic sewage in a two-stage constructed wetland-design principles. W: Nutrient Cycling and Retention in Natural and Constructed Wetland (Ed. J. Vymazal), The Netherlands, Leiden: Backhuys Publishers: 155-165.
  • [2] Cooper P. (1998): A review of the design and performance of vertical flow and hybrid reed bed treatment systems. W: (Materiał) 6th International Conference on Wetland System for Water Pollution Control, Brazil, Chapter IV-Design of Wetland Systems: 229-242.
  • [3] Cooper P., de Maeseneer J., (1996), Hybrid systems -what is the best way to arrange the vertical and horizontal-flow stage? IAWQ Specialist Group on Use of Macrophytes in Water Pollution Control, December 1996: 8-13.
  • [4] Dong Z., Sun T., (2007), A potential new process for improving nitrogen removal in constructed wetlands- Promoting coexistence of partial-nitrification and ANAMMOX, Ecol. Eng. 31: 69-78.
  • [5] Freney J.R., Leuning R., Simpson J.R., Denmead O.T., Muirhead W.A., (1985), Estimated ammonia volatilization from flooded rice fields by simplified techniques. Soil Sci. Soc. Amer. J. 49: 1049-1054.
  • [6] Jetten M.S.M., Strous M., van de Pas-Schoonen K.T., Schalk J., van Dongen U.G. J.M., van de Graaf A.A., Logemann S., Muyzer G., van Loosdrecht M.C.M., Kuenen J.G., (1999), The anaerobic oxidation of ammonium, FEMS Microbiol. Rev. 22: 421-437.
  • [7] Gajewska M., Obarska-Pempkowiak H., (2007), Nitrogen pathways during sewage treatment in constructed wetlands: sesonal effects, Environmental Engineering - Pawłowski, Dudzińska&Pawłowski (eds), Taylor & Francis Group, London: 71-85.
  • [8] Kuschk P., Wieβner A., Kappelmeyer U., Weiβbrodt E., Kästner M., Stottmeister U., (2003), Annual cycle of nitrogen removal by a pilot-scale subsurface horizontal flow in a constructed wetland in moderate climate, Water Reserch, Vol 37 (17): 4236-4242.
  • [9] Kadlec R.H., Knight R.L. (1996): Treatment wetlands. Boca Raton, FL, USA: Lewis - CRC Press.
  • [10] Kadlec R. H., (2008) The effect of wetland vegetation and morphology on nitrogen processing, Ecol. Eng 33: 126-141.
  • [11] Kuypers M.M.M., Sliekers, A.O., Lavik G., Schmid M., Jorgensen B.B., Kuenen J.G., Damste J.S.S., Strous M., Jetten M.S.M., (2003), Anaerobic ammonium oxidation by anammox bacteria in the Black Sea, Nature 422: 608-611.
  • [12] Puigagut J., Villaseñor J., Salas J. J., Becares E., Garcia J., (2007), Subsurfaceflow constructed wetlands in Spain for the sanitation of small communities: A comparative study, Ecol. Eng 30: 312-319.
  • [13] Pagilla K.R., Czerwinka K., Urguj-Demirtas M., Makinia J., (2007) Nitrogen Speciation In Wastewater Treatment Plant Influent and Effluent - the US and Polish Case Studies, 10th IWA Specialised Conference, Design, Operation and Economics of Large Wastewater Treatment Plants, Viena, Austria: 113-120.
  • [14] Platzer C.: Enchanced nitrogen elimination in sub-surface flow artificial wetlands. W: (Materiały) 5th International Conference on Constructed Wetland Systems for Water Pollution Control. Institut für Bodenkultur, Vienna, Austria 1996, Chapter 1/7.
  • [15] Reddy K.R., D’Angelo E.M.(1996), Biochemical indicator to evaluate pollutant removal efficiency in constructed wetlands. Proceedings of 5th International Conference on Wetland System for Water Pollution Control, Universitaet für Bandenkutur Wien and International Association on Water Quality, Vienna 1996 11-21.
  • [16] Reed S. C., Middlebrooks F.J., Crities R.W. (1988): Natural systems for waste management and treatment. New York: McGraw-Hill Book Company.
  • [17] Rozporządzenie Ministra Środowiska z dnia 24 lipca 2006 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 poz. 984).
  • [18] Tanita S., Kimberly A.G., (2006), Factors affecting denitrification rates in experimental wetlands: field and laboratory studies, Ecol. Eng. 26 167-181.
  • [19] Tanner Ch. C., Kadlec H.R., Gibbs M.M., Sukias J.P.S., Nguyen M.L., (2002), Nitrogen processing gradients in subsurface-flow treatment wetlands-influence of wastewater characteristics, Ecol. Eng. 18: 499-520.
  • [20] Third K. A., Slikers A.O., Kuuenen J.G. and Jetten M.S.M. (2001). The CANON system (Completely Autotrophic Nitrogen-removal Over Nitrite) under ammonium limitation: Interaction and competition between three groups of bacteria. System. APPI. Microbiol., 24, 588-596.
  • [21] Vymazal J., (2005) Horizontal sub-surface flow and hybrid constructed wetland systems for wastewater treatment Ecol. Eng. 25: 478-490.
  • [22] Van de Graaf A.A., Mulder A., Debruijn P., Jetten M.S.M., Robertson L.A., Kuenen J.G., (1995), Anaerobic oxidation of ammonium a biologically mediated process. Appl. Environ. Microbiol. 61: 1246-1251.
  • [23] Mulder A., van de Graaf A.A., Robertson L.A., Kuenen L.G., (1995), Anaerobic ammonium oxidation discovered in a denitrifying fluidized- bed reactor. FEMS Microbiol. Ecol. 16: 177-.
  • [24] Obarska-Pempkowiak H., Ozimek T., (2000) Efficiency of wastewater treatment in an improved constructed wetland, Polskie Archiwum Hydrobiologii, 47(2).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPP2-0005-0096
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