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Volumn 2, Issue 2, 2012, Pages 59-67

Open trickling filter: An innovative, cheap and simple form of post-treatment of sanitary effluents from anaerobic reactors in small communities

Author keywords

Construction cost; Domestic sewage; Open trickling filter; Performance; UASB reactor

Indexed keywords


EID: 84880025918     PISSN: 20439083     EISSN: None     Source Type: Journal    
DOI: 10.2166/washdev.2012.072     Document Type: Article
Times cited : (2)

References (13)
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    • Almeida, P. G. S., Chernicharo, C. A. L. & Souza, C. L. 2008 Development of compact UASB/trickling filter systems for the treatment of domestic wastewater in small communities in Brazil. Water Science and Technology 59 (7), 1431-1439.
    • (2008) Water Science and Technology , vol.59 , Issue.7 , pp. 1431-1439
    • Almeida, P.G.S.1    Chernicharo, C.A.L.2    Souza, C.L.3
  • 2
    • 84870560686 scopus 로고    scopus 로고
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    • Pós-tratamento de efluentes de reatores anaeróbios por reatores com biofilme
    • Cap 4 (C. A. L. Chernicharo, (coordenador) eds). FINEP/PROSAB, Rio de Janeiro, Brazil (in Portuguese)
    • Gonçalves, R. F., Chernicharo, C. A. L., Andrade Neto, C. O., Alem Sobrinho, P., Kato, M. T., Costa, R. H. R, Aisse, M. M. & Zaiat, M. 2001 Pós-tratamento de efluentes de reatores anaeróbios por reatores com biofilme (Post-treatment of wastewater by anaerobic biofilm reactors). Cap. 4. In: Pós-tratamento De Efluentes De Reatores Anaeróbios (C. A. L. Chernicharo, (coordenador) eds). FINEP/PROSAB, Rio de Janeiro, Brazil (in Portuguese).
    • (2001) Pós-tratamento De Efluentes De Reatores Anaeróbios
    • Gonçalves, R.F.1    Chernicharo, C.A.L.2    Andrade, N.C.O.3    Alem, S.P.4    Kato, M.T.5    Costa, R.H.R.6    Aisse, M.M.7    Zaiat, M.8
  • 6
    • 71849107761 scopus 로고    scopus 로고
    • Nitrification and me - a subjective review
    • Gujer, W. 2010 Nitrification and me - a subjective review. Water Research 44, 1-19.
    • (2010) Water Research , vol.44 , pp. 1-19
    • Gujer, W.1
  • 8
    • 0037574858 scopus 로고    scopus 로고
    • Metcalf & Eddy, Inc, 4th edition. McGraw Hill, New York
    • Metcalf & Eddy, Inc. 2003 Wastewater Engineering: Treatment and Reuse, 4th edition. McGraw Hill, New York.
    • (2003) Wastewater Engineering: Treatment and Reuse
  • 10
    • 84883025636 scopus 로고    scopus 로고
    • Desempenho de um sistema UASB+filtro biológico percolador sem etapa de decantação tratando esgoto sanitário
    • ABES, Campo Grande, Brazil (in Portuguese)
    • Silva, G M. & Gonçalves, R. F. 2005 Desempenho de um sistema UASB+filtro biológico percolador sem etapa de decantação tratando esgoto sanitário (Performance of a UASB+trickling filter system without secondary settler treating domesticwastewater). In Proceedings of 23rd Congresso Brasileiro de Engenharia Sanitária e Ambiental. ABES, Campo Grande, Brazil (in Portuguese).
    • (2005) Proceedings of 23rd Congresso Brasileiro De Engenharia Sanitária E Ambiental
    • Silva, G.M.1    Gonçalves, R.F.2
  • 11
    • 80053026080 scopus 로고    scopus 로고
    • United States Environmental Protection Agency (USEPA), EPA/600/R-09/012. Office of Research and Development/National Risk Management Research Laboratory. Cincinnati, Ohio
    • United States Environmental Protection Agency (USEPA) 2009 Nutrient Control Design Manual: State of Technology Review Report. EPA/600/R-09/012. Office of Research and Development/National Risk Management Research Laboratory. Cincinnati, Ohio.
    • (2009) Nutrient Control Design Manual: State of Technology Review Report
  • 12
    • 0004089504 scopus 로고
    • Water Environment Federation (WEF), chapter 12. WEF Manual of Practice no. 8, ASCE Manual and Report on Engineering Practice no. 76. Alexandria, Virginia, United States
    • Water Environment Federation (WEF) 1992 Design of Municipal Wastewater Treatment Plants. Vol. 1, chapter 12. WEF Manual of Practice no. 8, ASCE Manual and Report on Engineering Practice no. 76. Alexandria, Virginia, United States.
    • (1992) Design of Municipal Wastewater Treatment Plants , vol.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.