The results of a 20-month period study in Brazil were analyzed to compare horizontal-flow constructed wetlands (CW) and waste stabilization pond (WSP) systems in terms of land area requirements and performance to produce effluent qualities for surface water discharge, and for wastewater use in agriculture and/or aquaculture. Nitrogen, E. coli and helminth eggs were more effectively removed in WSP than in CW. It is indicated that CW and WSP require similar land areas to achieve a bacteriological effluent quality suitable for unrestricted irrigation (103E. coli per 100 mL), but CW would require 2.6 times more land area than ponds to achieve quite relaxed ammonia effluent discharge standards (20 mg NH3 L−1), and, by far, more land than WSP to produce an effluent complying with the WHO helminth guideline for agricultural use (≤1 egg per litre).
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Research Article|
February 01 2010
Post-treatment of UASB reactor effluent in waste stabilization ponds and in horizontal flow constructed wetlands: a comparative study in pilot scale in Southeast Brazil
R. K. X. Bastos;
1Departamento de Engenharia Civil, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: rkxb@ufv.br; calijuri@ufv.br; enardotto@yahoo.com.br; edgard_ufv@yahoo.com.br; bruna.cesca@yahoo.com.br; tiago_debrito@yahoo.com.br
E-mail: rkxb@ufv.br
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M. L. Calijuri;
M. L. Calijuri
1Departamento de Engenharia Civil, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: rkxb@ufv.br; calijuri@ufv.br; enardotto@yahoo.com.br; edgard_ufv@yahoo.com.br; bruna.cesca@yahoo.com.br; tiago_debrito@yahoo.com.br
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P. D. Bevilacqua;
P. D. Bevilacqua
2Departamento de Veterinária, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: paula@ufv.br
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E. N. Rios;
E. N. Rios
1Departamento de Engenharia Civil, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: rkxb@ufv.br; calijuri@ufv.br; enardotto@yahoo.com.br; edgard_ufv@yahoo.com.br; bruna.cesca@yahoo.com.br; tiago_debrito@yahoo.com.br
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E. H. O. Dias;
E. H. O. Dias
1Departamento de Engenharia Civil, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: rkxb@ufv.br; calijuri@ufv.br; enardotto@yahoo.com.br; edgard_ufv@yahoo.com.br; bruna.cesca@yahoo.com.br; tiago_debrito@yahoo.com.br
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B. C. Capelete;
B. C. Capelete
1Departamento de Engenharia Civil, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: rkxb@ufv.br; calijuri@ufv.br; enardotto@yahoo.com.br; edgard_ufv@yahoo.com.br; bruna.cesca@yahoo.com.br; tiago_debrito@yahoo.com.br
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T. B. Magalhães
T. B. Magalhães
1Departamento de Engenharia Civil, Universidade Federal de Viçosa, 36570-000, Viçosa MG, Brazil E-mail: rkxb@ufv.br; calijuri@ufv.br; enardotto@yahoo.com.br; edgard_ufv@yahoo.com.br; bruna.cesca@yahoo.com.br; tiago_debrito@yahoo.com.br
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Water Sci Technol (2010) 61 (4): 995–1002.
Citation
R. K. X. Bastos, M. L. Calijuri, P. D. Bevilacqua, E. N. Rios, E. H. O. Dias, B. C. Capelete, T. B. Magalhães; Post-treatment of UASB reactor effluent in waste stabilization ponds and in horizontal flow constructed wetlands: a comparative study in pilot scale in Southeast Brazil. Water Sci Technol 1 February 2010; 61 (4): 995–1002. doi: https://doi.org/10.2166/wst.2010.960
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