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Wpływ natlenienia złóż hydrofitowych na efektywność usuwania zanieczyszczeń

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Warianty tytułu
EN
Influence of oxygenation of hydrophyte beds on effectiveness of pollutants removal
Języki publikacji
PL
Abstrakty
PL
Na podstawie uzyskanych rezultatów dotyczących wpływu stężeń i jakości substancji organicznej na dopływ tlenu oraz efektywności usuwania zanieczyszczeń, sformułowano następujące wnioski: 1. Wzrost obciążenia złóż rozkładalną zawiesiną organiczną (XS) i niepodatną na rozkład biologiczny (XI) powodował obniżenie dopływu tlenu określonego na podstawie pomiarów współczynnika Dg. 2. Na podstawie zależności Dg = f(XS + XI) można określić dopuszczalne obciążenie złóż hydrofitowych substancją organiczną. W analizowanych systemach dopuszczalne obciążenie zawiesiną organiczną wynosiło dla złóż typu HF-CW ? 14,0 g/m2d zaś dla złóż typu VF-CW ? 4,0 g/m2d. 3. W złożach, w których wartości obciążeń były poniżej wartości dopuszczalnych efektywność usuwania zanieczyszczeń wynosiła średnio: 71,2% dla BZT5, 62,4% dla ChZT i 59,2% dla zawiesiny ogólnej.
EN
In the recent years the increase of interest in the combined (hybrid) constructed wetland systems has been observed. These systems are composed of two or more filters with mixed vertical and horizontal flow of sewage. Hybrid constructed wetlands require smaller unit areas and secure higher efficiency of pollutants removal. In Poland up till now the configuration with Horizontal Flow Constructed Wetland (HF-CW) at the beginning of treatment system has been only used. Opposite configuration with Vertical Flow Constructed Wetland (VF-CW) at the beginning of biological process are applied mainly in Germany and the United Kingdom. It is proved in literature that pores clogging because of organic suspended solids limits oxygen flux to filters. Moreover oxygen demand caused by organic matter decomposition can cause anaerobic conditions to occur in soil and significantly decrease organic matter decomposition processes. Insufficient supply of oxygen to beds can cause lack of biodegradation of part of organic matter in beds and its accumulation in free spaces of the filtration material or on its surface. Process of organic matter accumulation can lead to decrease of pollutants removal effectiveness and even decreased period of beds operation. The aim of this paper is to evaluate not only organic loads applied to beds but also both the organic matter quality in the influent and accumulation in soil. Investigations were carried out in three hybrid constructed wetlands with subsurface flow of domestic sewage. These systems were composed of HF-CW and VFCW flow filters planted with reed. Analysed objects were uniform in relation to their construction (material, depth and time of operation) but they had different hydraulic loadings. Object in Wieszyno has the highest loading of both horizontal and vertical beds, equal to 40.0 and 80.0 mm/day, respectively. While loadings of HF and VF beds in Wiklino were twice lower. Quality of organic matter was estimated on the basis of its speciation according to German guideline ATV 131 (1995). Fractions of dissolved organic compounds easily degradable (SS) and non-degradable (SI) as well as organic suspension hardly degradable (XS) and non-degradable (XI) were determined. It was proved that the decomposition rate of organic matter was determined by proportions of XS and XI fractions. On the basis of the function between the diffusion coefficient and suspended organic matter Dg= f(XS+XI), it was shown that the object in Wieszyno underwent colmatation because inflow of oxygen was below the critical for sufficient supply of oxygen value of diffusion coefficient in soil (Dg). On the basis of the obtained results organic matter permissible loadings for both VF and HF beds were established. For HF beds the load is equal to 14.0 g/m2day and for VF beds it is lower than 4.0 g/m2day
Rocznik
Tom
Strony
413--424
Opis fizyczny
bibliogr. 20 poz.
Twórcy
  • Politechnika Gdańska
Bibliografia
  • 1. Arbeitsblatt ATV-A131. Bemessung und Betrieb von einstufigen Belebungsanlagenab 5000 Einwohnergleichwerten. St. Augustin, 1995.
  • 2. Boerner T., von Felde K., Gschloessl E., Gschloessl T., Kunst S., Wissing F.: Constructed wetlands for wastewater treatment in Europe. (Ed. J. Vymazal, H. Brix, P.F. Cooper, M.B. Green, R. Haberl), The Netherlands, Leiden: Backhauys Publishers, 169÷190, 1998.
  • 3. Brix H., Schierup H H., Lorenzen B.: Design criteria for BOD5-removal in constructed reed beds. W: International Conference on Design and Operation of Small Wastewater Treatment Plant (Ed. H. Odegaared). Trondheim, Norway, 407÷414, 1998.
  • 4. Brix, H., Arias, C.A.: Danish guidelines for small-scale constructed wetland systems for onsite treatment of domestic sewage. Water Science and Technology, vol. 51 nr 9, 1÷9, 2005.
  • 5. Cooper P.: The performance of Vertical Flow Constructed Wetland systems with special reference to the significance of Oxygen Transfer and Hydraulic Loading Rates. W: 9th International Conference on Wetland Systems for Water Pollution Control, Avignon (France), 26÷30th of September, 153÷163, 2004.
  • 6. Felde K., Kust S.: N- and COD-removal in vertical flow systems. Proceedings of 5th International Conference on Wetland System for Water pollution Control. Universitaet fuer Bodenkultur Wien and International Association on Water Quality, I/8-8, 1996.
  • 7. Kayser K., Kunst S., Fehr G., Voermanek H.: Nitrification in reed bedscapacity and potential control methods. World water congress, published at theI WA, Berlin, Germany, 2001
  • 8. Kottrup C.: Die Pflanzenklaranlage der Norddeutschen Naturschutzakademie auf Hof Mohr- Betrieb und Untersuchungsergebnisse. NNA Berichte, Band 5, Heft 3, 25÷34, 1999.
  • 9. Kowalik P.: Ochrona środowiska glebowego. Wydawnictwo Naukowe PWN, Warszawa, 257, 2001.
  • 10. Langergraber G., Haberl R., Laber J., Pressl A.: Evaluation of substrate clogging processes in vertical flow constructed wetlands. Water Science & Technology Vol 48, No 5, 25÷34, 2003.
  • 11. Loeffer H.: Das Pflanzenbeet- Klärverfahren Phytofilt, theoretische Grundlagenpraktische Anwendung. NNA- Berichte Nr 5. Schneverdingen, 1992.
  • 12. Luckner L., Luetzner K., Mueller V.: Theoretische Grundlagen zur Bemessung von Pflanzenkläranlagen. Dresdner Berichte, Band 12, 19÷46, 1998.
  • 13. Mueller V., Luetzner K.: Zur Verstopfungssicherheit bei Pflanzenkläranlagen. Korrespondenz Abfall und Abwasser 46 (5), 701÷719, 1999.
  • 14. Obarska-Pempkowiak H., Gajewska M.: The removal of nitrogen compounds in hybrid wetland systems. Polish Journal of Environmental Studies 12(6), 739÷746, 2003 (a).
  • 15. Obarska-Pempkowiak H., Gajewska M.: The Dynamics of Proceses Responsible for Transformation of Nitrogen Compounds in Hybrid Wetlands Systems in a Temperate Climate. Wetlands- nutrients, metals and mass cycling (Ed.) J. Vymazal Backhuys Publishers, Leiden, The Netherlands, 129÷142, 2003 (b).
  • 16. Platzer C., Mauch K.: Soil clogging in vertical flow reed beds – mechanisms, parameters and... solutions? Water Science&Technology, 35 (5), 13÷20, 1997.
  • 17. Tuszyńska A., Obarska-Pempkowiak H.: Wpływ substancji organicznej na natlenienie i efektywność usuwania zanieczyszczeń w złożach hydrofitowych. Monografia. Wydawnictwo Politechniki Gdańskiej, Gdańsk, 74, 2006.
  • 18. Vandaele S., Thoeye C., Van Eygen B., De Gueldre G.: Swwtp’s in Flanders (Belgium): Standard approach and experiences with constructed reed beds, 1999.
  • 19. Vymazal J., Brix H., Cooper P.F., Haberl R., Perfler R., Laber J.: Constructed Wetlands for Wastewater Treatment in Europe. W: Removal mechanisms and types of constructed wetlands. The Netherlands, Lieden: Backhuys Publishers, 17÷66, 1998.
  • 20. Winter K., Goetz D.: Einfluss der Abwasserzusammensetzung auf die Kolmationsneigung vertical durchstroemter Bewachsener Bodenfilter. KA-Abwasser und Abfall, Nr 51, 961÷966, 2004.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW8-0009-0027
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