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Sewage gardens – constructed wetlands for single family households

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
During the last 30 years the increase of interest in low-cost decentralized and small wastewater treatment plants (WWTP) is observed in Europe. For this purpose, sand filters, stabilization ponds, mini reactors with activated sludge, trickling filters and treatment wetlands are used. Among the listed facilities, treatment wetlands (TWs) offer effective and reliable treatment efficiency, being at the same time low-cost and simple in operation. This is a sustainable treatment technology which does not generate secondary sewage sludge. In the paper, design concept and performance of nine TWs constructed in 2009 for single-family households in Kashubian Lake District is discussed. The treatment efficiency of three different TW configurations is compared. The findings of the study provide a basis for future design and implementation of TWs in agricultural areas.
Rocznik
Strony
71--82
Opis fizyczny
Bibliogr. 27 poz., tab., rys.
Twórcy
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-233 Gdańsk, Poland
autor
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-233 Gdańsk, Poland
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-233 Gdańsk, Poland
autor
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-233 Gdańsk, Poland
Bibliografia
  • [1] MASI F., CAFFAZ S., GHRABI A., Multi-stage constructed wetlands systems for municipal wastewater treatment, Water Sci. Technol., 2013, 67 (7), 1590.
  • [2] VYMAZAL J., Constructed wetlands for wastewater treatment, Water, 2010, 2, 530.
  • [3] MEYER M., MOLLE P., ESSER D., TROESCH S., MASI F., DITTMER U., Constructed wetlands for combined sewer overflow treatment. Comparison of German, French and Italian approaches, Water, 2013, 5, 1.
  • [4] GRIFFIN P., PAMPLIN C., The advantages of a constructed reed bed based strategy for small sewage treatment works, Water Sci. Technol., 1998, 38 (3), 143.
  • [5] LANGERGRABER G., Simulation of the treatment performance of outdoor subsurface flow constructed wetlands in temperate climates, Sci. Total Environ., 2007, 380, 210.
  • [6] BRIX H., ARIAS C.A., The use of vertical flow constructed wetlands for on-site treatment of domestic wastewater. New Danish guidelines, Ecol. Eng., 2005, 25, 491.
  • [7] BOUTIN C., LIENARD A., ESSER D., Development of a new generation of reed-beds filters in France. First results, Water Sci. Technol., 1997, 35 (5), 315.
  • [8] MOLLE P., LIENARD A., BOUTIN C., MERLIN G., IWEMA A., How to treat raw sewage with constructed wetlands?. An overview of the French systems. Proc. 9th International Conference on Wetland System for Water Pollution Control, Avignon, France, 2004, 11.
  • [9] NORVAR, Principles for Construction of Wetland Filters. Våtmarksfiltre, NKF og NORVARs VA/Miljø-blad, No. 49, 2001 (in Norwegian).
  • [10] PARUCH A.M., MÆHLUM T., OBARSKA-PEMPKOWIAK H., GAJEWSKA M., WOJCIECHOWSKA E., OSTOJSKI A., Rural domestic wastewater treatment in Norway and Poland. Experiences, cooperation and concepts on the improvement of constructed wetland technology, Water Sci. Technol., 2011, 63, 776.
  • [11] PERUZZI E., MACCI C., DONI S., MASCIANDARO G., PERUZZI P., AIELLO M., CECCANTI B., Phragmites australis for sewage sludge stabilization, Desalination, 2009, 246, 110.
  • [12] NIELSEN S., Sludge treatment reed bed facilities. Organic load and operation problems, Water Sci. Technol., 2011, 63 (5), 941.
  • [13] KOLECKA K., OBARSKA-PEMPKOWIAK H., Operation of reed systems used to stabilisation of sewage sludge, Polish J. Environ. Studies, 2009, 6, 60.
  • [14] KOLECKA K., OBARSKA-PEMPKOWIAK H., Speciation of heavy metals in stabilized sewage sludge according to innovative technology with reed basins application in Denmark, Polish J. Environ. Studies, 2010, 2, 116.
  • [15] OBARSKA-PEMPKOWIAK H., TUSZYNSKA A., SOBOCINSKI Z., Polish experience with sewage sludge dewatering in reed systems, Water Sci. Technol., 2003, 48 (5), 111.
  • [16] PRICE T., PROBERT D., Role of constructed wetlands in environmentally-sustainable development, Appl. Energy, 1997, 57 (2–3), 129.
  • [17] Environment Ministry Regulation according limits for discharged sewage and environmental protection from 24 July 2006 (Dz.U. No. 137, item 984).
  • [18] VYMAZAL J., Horizontal sub-surface flow and hybrid constructed wetlands systems for wastewater treatment, Ecol. Eng., 2005, 25 (5), 478.
  • [19] HEISTAD A., PARUCH A.M., VRÅLE L., ADAM K., JENSSEN P.D., A high-performance compact filter system treating domestic wastewater, Ecol. Eng., 2006,. 28 (4), 374.
  • [20] OBARSKA-PEMPKOWIAK H., GAJEWSKA M., WOJCIECHOWSKA E., Efficiency of wastewater treatment in single-family constructed wetlands in Kaszuby Lake District, Ann. Set Environ. Prot., 2013, 15, 81.
  • [21] GAJEWSKA M., KOPEĆ Ł., OBARSKA-PEMPKOWIAK H., Operation of small wastewater treatment facilities in a scattered settlement, Ann. Set Environ. Prot., 2011, 13 (1), 207.
  • [22] STEER D., FRASER L., BODDY J., SEIFERT B., Efficiency of small constructed wetlands for subsurface treatment of single-family domestic effluent, Ecol. Eng., 2002, 18, 429.
  • [23] BRIX H., JOHANSEN N.H., Treatment of domestic sewage in a two-stage constructed wetland design principles, [in:] Nutrient Cycling and Retention in Natural and Constructed Wetland. Leiden, J. Vymazal (Ed.), Backhuys Publishers, Leiden 1999, 155.
  • [24] GAJEWSKA M., OBARSKA-PEMPKOWIAK H., Efficiency of pollutant removal by five multistage constructed wetlands in a temperate climate, Environ. Prot. Eng., 2011, 37 (3), 27.
  • [25] GHRABI A., BOUSSELMI L., MASI F., REGELSBERGER M., Constructed wetland as a low cost and sustainable solution for wastewater treatment adapted to rural settlements. The Chorfech wastewater treatment pilot plant, Water Sci. Technol., 2011, 63 (12), 3006.
  • [26] LANGERGRABER G., PRANDTSTETTEN C., PRESSL A., HABERL R., ROHRHOFER R., Removal efficiency of subsurface vertical flow constructed wetlands for different organic loads, Water Sci. Technol., 2007, 56 (3), 75.
  • [27] MOLLE P., PROST-BOUCLE S., LIENARD A., Potential for total nitrogen removal by combining vertical flow and horizontal flow constructed wetlands. A full-scale experiment study, Ecol. Eng., 2008, 34, 23.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b09055f0-724a-4d14-9ec2-08905fc1b0e6
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